Loading...
HomeMy WebLinkAboutBuilding Plansluil 1! 91 M I ^ • .� P IT -,#,, z, 09- 00 AO COVER H.AO1 SITE PLAN H.A02 FLOOR PLAN HOUSE H.A03 ELEVATIONS HOUSE H.A04 HOME ROOF FRAMING H.A05 HOUSE FOUNDATION PLAN H.A06 HOUSE STRUCTURAL SECTIONS H.A07 HOUSE STRUCTURAL SECTIONS H.A08 STRUCTURAL NOTES H.A09 HOUSE SANITARY SERVICE PLAN H.A10 HOUSE WATER SERVICE PLAN H.A11 HOUSE MECHANICAL PLAN H.Al2 HOUSE ELECTRICAL PLAN H.A13 ELECTRICAL PANELS AND RISER G.A02 GUESTHOUSE FLOOR PLAN G.A03 GUEST HOUSE ELEVATIONS G.A04 GUEST HOUSE ROOF FRAMING AND FOUNDATION PLAN G.AO5 GUEST HOUSE STRUCTURAL SECTIONS GUEST HOUSE PLUMBING PLAN GUESTHOUSE MECHANICAL PLAN GUESTHOUSE ELECTRICAL PLAN G.A06 G.A07 G.A08 i I ZtaS-oo24 REVIEWED POR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I DESCRIPTION: ( WARRANTY DEED O.R. BOOK 4357, PAGE 2296, ST. LUCIE CO.) LOT4, "MONTOYA2 ESTATES", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGES 15 THROUGH 15A OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. 1. ALL WORKS MUST BE ACCORDING TO THE F.B.C. 2020 AND ANY OTHER APPLICABLE FEDERAL LOCAL OR UTILITY ORDINANCES 2. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECKAND VERIFY ALL DIMENSIONS, ELEVATIONS AND ANY OTHE EXISTING CONDITIONS BEFORE COMMENCING THE WORK. IN CASE OF ANY DISCREPANCY THE ENGINEER OR ARCHITECT MUST BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK, 3. THE CONTRACTOR MUST OBTAIN AND PAY FOR ALL REQUIRED INSPECTION, PERM TSAND FEES. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MENAS, TECHNI, IUES, SEQUENCES, PROCEDURES AND SAFETY REGULATIONS IN CONNECTION WITH THE WORK 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES AND UTILITY LINES F IOM ALL DAMAGES. 6. DIMENSIONS TAKE PRECEDENCE OVER SCALE. 7. THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE TO ASSURE MINIMUM NTERFERENCE WITH STREETS AND WALKWAYS. 8. ALL LOCKS, FINISH HARDWARE, DOORS AND WINDOWS MUST COMPLY WITH BUR04 AR INSTRUSION SECURITY REGULATIONS. 9. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND OR MATERIALS SHALL BE BYAWRITTEN REQUEST TO ENGINEER OR ARCHITECT FOR APPROVAL. 10. MANUFACTURERS TO PROVIDE SHOP DRAWING TO BE APPROVED BY THE ENGINEER OR ARCHITECT, A SEPARATED PERMIT AND PRODUCT CONTROL APPROVAL, WHEN APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS: STORM SHUTTER, WOOD TRUSS, HANDRAILS; GUARDRAIL, ROFFING, WINDOWSIMULLIONS AND DOORS. NEW RESIDENCE: UNDER A/C ............ 2,226 SQ.F.T. TERRACE ............ 1,032 SQ.F.T. GARAGE ............ 554 SQ.F.T. PORCH ............ 288 SQ.F.T. TOTAL AREA = 4,100 SQ.F.T. UNDER A/C ............ 693 SQ.F.T. GARAGE ............ 427 SQ.F.T. PORCH ............ 288 SQ.F.T. TOTAL AREA = 1,120 SQ.F.T. FLOOD ZONE '7 TOTAL LOT AREA: 378,363 SQ.FT. (8.68 ORES) SETBACKS (FRONT) ` 214.56' SETBACKS (REAR) 796.58' SETBACKS (SIDE) 35.34' SETBACKS (SIDE 177.31' -4 .STUB \\\ ' .POLE N_890 56' 33"E ANCHOR 1134.47' ' Op, STUB �gaUs POLE P.P. PROPERTY LINE P.P. i P P. -- — � — P.P. PUMP WELL / n I 100' ` i 40.00' Ia � SOD \ SOD i N r \ 1 CD D I�� L m i a SOD .ru w o I \ m 1 c, o PP Nu L SOD I y 35.0„ O o D SOD a'xs' covc sLae WELL i R1�:0 0 LOCATION m e N A ©IRRIGATION 22'-0" SUB PANEL ELECT. "0" w o z yFq E4uIP. TOP OF SLOPE NEN1A3R Cl) p D 0 1 -1 cn o I ELECTRICAL METER I w CA m o c 1.114" WATERLINE FROM WELL. D w rn C c x�� a. (SEE SITE PLAN FOR CONT.) o ci �} NEW1-114"dia.SHUT-OFfv ^ m o o } VA LV x1 m z <- S IT -ABOVE GRADE o z m Ur — j o n cn z EDGE NEW ONE STORY RESIDENCE AV o D 6"'aa F.F.ELEV = +28.63' N.A.V.D. z ' . : x p III ,, ,' ,. + — m m , � ,,-.�: .,-. -. ,. ,,� _ ...' : .-,� �-,�, ,,,,. 1 w 6x6-w11.4x1.40N z : * - T1 Sa OT�E3;, N 1?...- y - r i 6 MIL VAPOR BARRIER ON WELL A.. CJ, I I ..� ,. / '" '". �'[�� H: :�UlxO .6 S G> c cn 1� o m z � >, " �. COMPACTED SOIL 6,tl�f z � —{ SOD ,i . N A 40.0 D z POWER LINE 282.2T (FRO TSETB CK) 0' n 3 dia. SANITARY ( a _ D �.... TRANSMISSION � ;. _� ..::: ;. �aWl� ,�. : � '%�./' '�,;: - _ �,m - 100 srRucTURES ,,- � � - _ LINE � w r;£ugTrQN' a s �Q : _ � .. � 3 � NEW 3l4"dia. o n m z D G3113/2 ):. b� I ?d WATERLINE SOD N z m 796.58 (REAR SETBACK) m 105,43 x • S , 214.56 (FRONTSETBACK) t.. 2 4n dia. : .a r : SANITARY EDGE OF WATER: , . .. , i _ NEW ONE STORY GUEST HOUSE )) ., : � 0 E S x LINE w {{ , e ,l : m b'� F F.ELEV. 28.63 N.A.V.D. r• [ SEPTIC TANK, ti^a7 (10'x5' -1,050 GALLONS) N "' LU B ARe E EEN co a T .t — RESERVED PROPERTY LINE 40.00' $ 890 56' 33" W TOP OF SLOPE AREA= 300 S.F. 1135.80' DRAINFIELD 34 CHAMBERS (356) SEE CALCULATION) 40 0 40 80 120 SITE PLAN Sccle 1 40, 11,=40'-011 LOT AREA: 377,955 SQ.FT. / 43,560 SQ.FT. (1 ACRE) = 8.67 ACRES 8.67 ACRES x 2,500 (SEWAGE FLOW MAX. PER ACRE) = 21,675 GAUDAY FLOW NEW RESIDENCE UNDER AIC = 2,226 SQ.FT., 3 BEDROOMS NEW GUEST HOUSE UNDE NC = 693 SQ.FT.,1 BEDROOM TOTAL AREA UNDER A/C = 2,919 SQ.FT., 4 BEDROOMS TOTAL REQUIREMENTS: SEPTIC TANK REQUIRED =1,050 GAL. DRAIN FIELD ION TRENCH BOTTOM SURFACE) FLOW = 400 GAL.10.8 = 500 SQ.FT. DRAINFIELD CHAMBER 3'xV =15 SQ.FT. 500 SQ.FT.115 SQ.FT. = 33.3 (34 CHAMBERS 3 x5') (USING ARC 24 SINGLE CHAMBER WITH 15 SQ.FT.) RESERVE AREA = 500 SQ.FT.12 = 250 SQ.FT. (REQUIRED) PROVIDED 300 SQ.FT. > 250 SQTT. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER SEAL: 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 ""`0 RDO Z. 1_0 Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: U W 0 lqqi r I..V -DOD M V W Q O J U lL C LL Z W 3or) F_ o'er U ® LLI o U) LL CO o W O_ I ��Descnption I Date 1 F31dg. Dept. Comments' 07.19.21 DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: Project Number Sheet Content SITE PLAN Sheet No. H.A01 86'-0" a �r 1. ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2020 ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2020 EDITION, "MEANS OF EGRESS" CHAPTER, & "GLASS & GLAZING" CHAPTER, EM A. SECTION 1005.1 "EMERGENCY ESCAPE & RESCUE OPENINGS" B. SECTION 2404 "WIND & DEAD LOADS ON GLASS" 2. ALL EXTERIOR WINDOW SHALL MEET CODE REQUIREMENT FOR SECURITY AND FORCE ENTRY. 3. MEANS OF EGRESS: ANY BEDROOM WINDOW SHALL BE OPERABLE FROM INSIDE WITH A CLEAR OPENING NO LESS 20" WIDTH AND 24" IN HEIGHT, THE BOTTOM OF WINDOW OPENING SHALL BE NOT LESS THAN 44"ABOVE THE FLOOR (24.22.2NFPA 101 ) 4. WINDOW OPENING SHOWN ON SCHEDULE MUST BE VERIFIED WITH WINDOW MANUFACTURER. 5.. PROVIDE SHOP DRAWINGS AND FL. PRODUCTS APPROVALS FOR ALL EXTERIOR WINDOWS. 6. CONTRACTOR TO PROVIDE WEATHER STRIPING AT ALL WINDOWS, CAULK ALL JOINTS AROUND NEW WINDOWS. 7. WINDOWS AND DOORS SIZE MAY VARY DUE TO DIFFERENT MANUFACTURERS AND THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE OPENING SIZE WITH THE SELECTED MANUFACTURER AND PRODUCT CONTROL APPROVAL. DOOR NOTES 1. ALL EXTERIOR DOORS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2020, CHAPTER 10 "MEANS OF EGRESS" & CHAPTER 24 "GLASS & GLAZING" 2. ALL EXTERIOR GLASS DOOR TO BE SAFETY GLASS CATEGORY IL 3. CONTRACTOR TO PROVIDE WEATHER STRIPING AT ALL EXTERIOR DOORS #6 CAULKAROUND ALL DOORS FRAMES (INTERIOR AND EXTERIOR) 4. ALL EXTERIOR DOORS SHALLMEET CODE REQUIREMENTS FOR SECURITY AND FORCE ENTRY, 5. SAFETY NOTES CLOSETAND BATHROOM DOORS: EVERY CLOSET DOOR LOCK SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. (24.2.4.4 NFPA 101) EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY (2424.5 NFPA 101) FINISH SCHECULE ROOM NAME FLOOR BASE WALLS CEILING GREAT ROOM TILE WOOD DRYWALL DRYWALL KITCHEN TILE WOOD DRYWALL DRYWALL BEDROOM 1 TILE WOOD DRYWALL DRYWALL BEDROOM 2 TILE WOOD DRYWALL DRYWALL MASTER BEDROOM TILE WOOD DRYWALL DRYWALL MASTER BATHROOM TILE TILE DRYWALL DRYWALL DINING TILE WOOD DRYWALL DRYWALL OM TILE WOOD DRYWALL DRYWALL TILE TILE DRYWALL DRYWALL OFINISHES HOWN ON SCHEDULE ARE FOR DESIGN PURPOSES. G.C. MUST CO.ORD. WITH OWNER ON ECTION. 2. THE CONTRACTOR SHALL PAINT ALL INTERIOR UNFINISHED SURFACE. 3. REMOVE PAINT SPOTS, OIL STAIN UPON ADJACENT SURFACES NOT REQUIRING PAINTING OR DIFFERENT COLOR, AND LEAVE ENTIRE JOB CLEAN. (CALKALL JOINTS). WT-1 NEW F CMU WALL WT-2 0 NEW 4" PARTITION WALL. 145 GROUTED FILLED CELL @ 40" O.C. 14'-11/4" 14'-1 1/4" 14A 14' 14A 1l4" 14A 1/4" 8" $" 14'-1 1/4" __--- -- ---- ___ ___ w,_w w__m- r ` t � I I I Lu I COVERED 0 I, \ PAT10 I- I SAF TY G SS OCAT 0 t; I It ' SAFETYGLASS - " '���.^ �u , ' . __-._ 30.4 , .', C- 3��o o o _ w 1 I —12' 8„ " B: q i L_J WT-2 - U U - I -"" 21 R-13INSULATIWT-2 BEDROOMBEDROOM 2 I tN,'lIlllllv TRAYCEILING_2WT I V Imo' I I ■ io 11 N �--� I I I ■ 3'-11" 16 0" T-11" 1Ar-6 �� _ - - 3'-0' -- - 7,-2„ --- SAFETYGLASS �` _ _7„ --- -- -- 12-i„ - - - - _ _ . CAT II �_ SAFETY GLASS CAT II 4,, ' " ' 30�,,.. �, .. r41 3'4' 111-811 , 2,-0„ , IT-2" 8„ WIDTH HEIGHT THCK. MAT. REMAR S No. TYPE 1 ALUMINUM -GLASS DOUBLE DOOR 6'- 0" 8' - 0" 2" ALM. IMPACT RESISTANT 2 TEMP. GLASS DOOR 2' - 0" 6' - 8" 3/8" SAFETY CAT II 3 ALUMINUM -GLASS DOOR 3' - 0" 8' - 0" 1 3l4" M. FROSTED GLASS, IMPA T RESISTANT 4 WOOD DOOR T - 0" 8' - 0" 1 1/2" WD. 20 MIN. FIRE RATED 5 HOLLOW CORE DOOR 2' - 8" 8' - 0" 1 1/2" HC. 6 4 PANEL BI-FOLD DOOR 6' - 0- 81.01. HC. 7 FULL LOUVERED DOOR 2' - 6" 8' - 0" 1 1/2" HC. 8 HOLLOW CORE DOOR 2' - 6" 8' - 0" 1 1/2" HC. 9 POCKET DOOR 2' - S" 8' - 0" 1 1/2" HC. 10 2 PANEL BI-FOLD DOOR 1' - 6" 8' - 0" 1 1/2" HC. 11 METAL GARAGE DOOR 16 - 0" 9' - 0" MTL, IMPACT RESISTANT 12 SIDE LITE 2' - 0" 8' - 0" 3/4" MTL. IMPACT RESISTANT — 1 OR PIL _ - H.A02 1 /4" I 1'-0" 4 4 COVERED` I PORCH a n A Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER SEAL: 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 s O\. "v O .: cl) o: O.CC w * o N Juan S. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: Uj rl- J 00 rn m Uj M Of Q LL c ILL S ° o U Lij F- U Lu o u- c0 If 0 W 0- W Z DESIGNED BY : R. SILVA DRAWN BY: J.F. CHECKED BY: A. CORRALES SCALE: AS SHOWN DATE: 04/2712021 JOB No: 2106. o Sheet Content FLOOR PLAN HOUSE 2 SOUTH ELEVATION H.A03 1/4" = 1'-011 ; 'I :I' 'i t' El 19 rI I,; �I 1 ;I' hi rll III ., 'll Lii METAL ROOF ! y, hh 17' --) 5, 'I I i fi II, r ': Si Ii I•r V i i iI ( aI I I i I t r ' l i r r S i t r 1 it TOP OF TIE BEAM 20 { COMPRESSOR UNITS F.F. LEVEL I- 01-0II nt METAL ROOF 12" TOP OF BEAM ELEV =12'-3 1 I� I I E ry I� Ma !. pi! II' r �5 I li tll, ii �,�'I 'I'I ai 51 i r s yyI ' y yy�I I( 1, a III , 'I !; Igg@ 911 ' 'I 17 it I�' it h ( 1i I Ii : II ! r4 l al %n +III II ,I IL :t: I Ir II I ! �li i ' � u Ili II ,, 11 �� I' �i it It (E o I lI l lii 'i i! II it f Id ltit TOP OF VV 10'-3" TB — TB J i -4 .80' PSI METAL ROOF I i � 12 pl NORTH ELEVATION H.A03 1/41i = 1'-01, i It ati itit t t 'I III ii II I':it r '�, rI II III + o' ill I) 'II II �I I ii 1 �:. n i� j ' i -! I { II � � � � I !, 'II ,� ti I • '�I I IIII if I i I. t Tit it ,Iit II I ' li +i tlr II ga 611 I!I'^ II LI, I, P !I III. II I ij �'1 I I ri '" b V I` a, 'I II 1 I; a II • �I p y ,' I. r. I! ! tj 'I ;l i� i! Ih.: pp I I.;r. IIt ,III I, I i .,,.n r I„ '! , .I I ,, I+. I .,I, �• I: l I�' III I. I I ,, I, hI ,'F I!, , „ ,' ,I .� I. liI n, ::s I.„ ,i �ij I II 4. q i. t iL 1 1 �i' n 6 r �, :II II I4 i�I I, �} t� 11 �� it) � iiI ll i, :fir I !`� II II ,i ��r ,�i �I 'ry m �it YWIN mw x GRADE LEVEL 3 WEST ELEVATION RA03 1 /4 1'-0" J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: ``p^^ C) Q i�^ `� .,�„I111I11111I\\„\. Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. * 43380 DATE: �Wq IIppI�IY r— CL J W M W Q 1 J C.)LL C LL z Liu 3 N IW— o 0 U ® w O a+ ^�CD v L O LULU a Z REVISIONS No. Description Date DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 36B No: 2106 Sheet Content ELEVATIONS HOUSE Sheet No. I FILE. \ H.AU4 / 0/1t5" = -I _U No. ELEV. T O B DIMENSION REINFORCEMENT STIRRUPS REMARKS TOP INTER. BOTTOM T13 10'-3" 8" x 12" 245 - 245 #3 "SEE TIE BEAM NOTES B-1 12'-3" 12" x 24" 345 - 345 #3 @ 10" O.C. B-2 10'-3" 8" x24" 246 - 246 #3 @ 10" O.C. B-3 10'-3" 10" x 16" 345 - 345 #3 @ 6.5" O.C. B4 10'-3" 8" x 24" 245 - 245 #3 @ 10" O.C. B-5 12'-3" 8" x 48" 445 - 445 #3 @ 18" O.C. CONCRETE TIE BEAM 8" x 12" W/445 AND 4-TIES #3 AT 12" C/C AT CORNERS AND AT EACH BEND AND 48" C/C ELSEWHERE. CONTINUITY OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDE AT CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER W OR BY EXTEND 30" EACH WAY FROM THE CORNER. o. I18"0C. BEAM "5° DETAIL WIND LOAD PROVISIONS ASCE 7-16 EXPOSURE -C' RISK CATEGORY: It ENCLOSED DESIGN LOADS. ASD FACTORS: Y/x = 0.42 0 = 22.62 h = 11.00 ft Sq = 44.00 ft K. = 0.86 Kzt = 1.00 Kd = 0.85 Vult = 175.00 mph qz = 34.21 psf h: = 15.58 ft a = 3.00 If FORMULAS: GCPI = t0.18 pi = cIZ(G"Cp - GCPI) FOR M.W.F.R.S: G= 0.85 Cp= -0.9 Po= -32.33 psf FOR CAC. & A > 100 S.F.: ZONE l: GCp = -0.9 PI = -36.95 psf ZONE 2: GCp = -1.2 P2 = -47.22 psf ZONE 3: GCp = -1.2 Pa = -47.22 psf OVERHANG = q,(0.85)(0.8) = 23.27 psf ROOF DESIGN LOADS: DEAD LOAD = 25.00 psf LIVE LOAD = 30.00 psf FOR M.W.P.R.S.: WIND LOAD = -32.33 psf NET UPLIFT= -22.33 psf OVERHANG = 2327 psf FOR C.&C.: ZONE 1: PI = -36.95 psf ZONES 2and 3: P2=p3= -47.22 psf * SEE STRUCTURAL NOTES AT SHEET H.A08 J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 =24 0:��*., 54, -0:� CO `� 0: - 0. Juan S. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: U W 0/� iiw 00 id.. oD N M W 2 D U Q ILL3 C LL o �r U) o .� W U J ® Z W CD ) u- CD o W D_ W Z REVISIONS No Description Date DESIGNED BY: Designer DRAWN BY: Author` CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 Sheet Content HOME ROOF FRAMING Sheet No. Pip (TYP. ON EACH GOKNEK) - 1 T-11" 16'-0" 1 1 T- " I Wi I `I 1 2 vl 8"L 2T-4" 284" 1 FOUNDATION PLAN H.A05 1/4" = 1'-01, 24" COVERED I 145 GROUTED FILLED' 2 GROUTED FILLED C®� CELL @ 40" O.C. CELL WITH 145 VERT. PORCH E RE (TYP.) (TYP.) w 4 4" CONCRETE SLAB w/ WM 6x6 • ~. i N w11Ax1.4ON6MIL VAPOR BARRIER t . ON WELL COMPACTED SOIL 1 L a el ;I d i '-r TE-1 _ _ 6 20 24" 334" 8^ Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 it I SAL: 91 b. - a q�' ..N 2' •co Uco � W o:n o �_ Via.• df • S5� 3uan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: r U LU O r a J Cn Cn 00 ��® LU Q co J C.)C LL LL Liu c 0) oZ N U_ W o �® M� LL p LU a Date I ESIGNED BY : Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04127/2021 JOB No: 2106 Sheet Content HOUSE FOUNDATION PLAN Oheet No. FILE COPY (1.) - CONCRETE FOOTING WF-18 (SEE FOOTING SCHEDULE, SHEET H.A05 ) (2.) - RIGID INSULATION, OPEN CELL, R-30. (3.) - 4" CONCRETE SLAB w/ WM 6"x6" w1.4 x W1.4 ON 6 MIL VAPOR BARRIER ON WELL COMPACTED SOIL. (4.) - CERAMIC FLOOR TILE. (5.) - WOOD BASE. (6.) - DOWELS #5 @ 40" O.C. (7.) - 1" x 4" PT. WOOD INTERMEDIATE SUPPORT. (8.) -1/2" DRYWALL IN 1" x 2" PT. WOOD @ 24" O.C. w/R-5 INSULATION. (9.) - 1" x 4" PT. WOOD FIRESTOP. (10.) - 1/2" DRYWALL ON V x 3" WOOD @ 16" O.C. (11.) - GROUTED FILLED CELL w/1-#5 VERTICAL @ 40" O.C. (12.) - 8" CONCRETE BLOCK WALL w/ HORIZONTAL REINFORCING SHALL BE No.9 GAGE LADDER TYPE SHALL BE PLACED EVERY OTHER COURSE. (13.) - CONCRETE TIE BEAM (TB) SEE BEAM SCHEDULE ON SHEET H.AO5. (14.) - TRUSS ANCHOR. (SEE TRUSS ANCHOR LEGEND ON SHEET H.AO5) (15.) - WOOD TRUSS @ 24" O.C. TOP OF TIE BE F.F. LEVEL 0" (16.) - ROOF DECKING (SEE ROOF DECKING NOTES ON SHEET H.A10) (17.) - METAL ROOF PANELS, EGLERT SERIES 1300, N.O.A. 17-0405,16. COLOR SELECTED BY OWNER (18.) - GRADE. (19.) - 3" GALV. METAL DRIP, 25 GA. ON 1"x2" PT. WOOD BLOCKING AND 2"x8" WOD FASCIA FASTENED w/ 2-1 Od NAILS TO EACH TRUSS. (20.) - 5/8" EXTERIOR PLYWOOD TYPE "CDX" FASTENED w/10d NAILS @ 6" O.C. w/ METAL LATH AND STUCCO) (21.) - WELL COMPACTED SOIL. (22.) - 5/8" SMOOTH STUCCO, TWO COATS. (23.) - CONCRETE THICKNESS "TE-1" (SEE FOOTING SCHEDULE ON SHEET H.F (24.) - CONCRETE THICKNESS "TE" (SEE FOOTING SCHEDULE ON SHEET H.AO (25.) - CONCRETE FOOTING #1 (SEE FOOTING SCHEDULE ON SHEET H.AO5) (26.) - 5/8" EXTERIOR PLYWOOD TYPE "CDX" FASTENED TO WOOD TRUSS w/1I NAILS @ 12" O.C. (27.) - CONCRETE COLUMN #3 (SEE COLUMN SCHEDULE ON SHEET H.A05) (28.) - CONCRETE BEAM "B-3" (SEE BEAM SCHEDULE ON SHEET H.A04) (29.) - 1" x 6" TONGUE AND GROVE. (30.) - 4 DOWELS #6. 1 SECTION "A" _ _TOP OF TIE BE �J T - 3" rik-F.F. LEVEL qJ 0- 0" 2 SECTION "B" H.A06 3/4" = 1'-0" 114 LIVING AREA RT-7 15 14 all 15 • RT-2 TERRACE 13 J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: ,,,,,,,,,"E.Z 0:�, = U) 0 _0: Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: U W O a _ °° J p M W U a I= LL LL U) ,N W °Z �� 0 w oU) LL �o W CL W Z REVISIONS No. Description Date Sheet Content HOUSE STRUCTURAL SECTIONS Sheet No. ILA HnA06 DESIGNED BY: DBSIQnef DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 SECTION LEGEND C & D (1.) - CONCRETE FOOTING WF-18 (SEE FOOTING SCHEDULE, SHEET H.A05) (2.) - RIGID INSULATION, OPEN CELL, R-30. (3.) . 4" CONCRETE SLAB w/ WM 6"x6" w1.4 x W1.4 ON 6 MIL VAPOR BARRIER ON WELL COMPACTED SOIL. (4.) - CERAMIC FLOOR TILE. (5.) - WOOD BASE. (6.) - DOWELS #5 @ 40" O.C. (7.) - 1" x 4" PT. WOOD INTERMEDIATE SUPPORT. (8.) - 1/2" DRYWALL IN 1" x 2" PT. WOOD @ 24" O.C. w/R-5 INSULATION. (9.) - 1" x 4" PT. WOOD FIRESTOP. (10.) - 1/2" DRYWALL ON 1" x 3" WOOD @ 16" O.C. (11.) - GROUTED FILLED CELL w/1-#5 VERTICAL @ 40" O.C. (12.) 8" CONCRETE BLOCK WALL w/ HORIZONTAL REINFORCING SHA L BE No.9 GAGE LADDER TYPE SHALL BE PLACED EVERY OTHER COURSE. (13.) - CONCRETE BEAM (B-5) SEE BEAM SCHEDULE ON SHEET H.A05. (14.) - TRUSS ANCHOR. (SEE TRUSS ANCHOR LEGEND ON SHEET H.A65) (16.) - WOOD TRUSS@ 24" O.C. (16.) . ROOF DECKING (SEE ROOF DECKING NOTES ON SHEET H.A10) 17 14 4P OF TIE BEAM t1 3° 19 F.F. LEVEL 107 0'_I - 20 12 16 -I 13 (17.) - METAL ROOF PANELS, EGLERT SERIES 1300, N.O.A. 17-0405.16. COLOR SELECTED BY OWNER (18.) - GRADE. (19.) - 3" GALV. METAL DRIP, 25 GA. ON 1' xZ' PT. WOOD BLOCKING AND 2"x8" WOD FASCIA FASTENED w/ 2-10d NAILS TO EACH T USS. (20.) - 5/8" EXTERIOR PLYWOOD TYPE' CDX" FASTENED W/10d NAILS @ 6" O.C. W/ METAL LATH AND STUCCO) (21.) - WELL COMPACTED SOIL. (22.) - 5/8" SMOOTH STUCCO, TWO COATS. (23.) - CONCRETE THICKNESS "TE-1" (SEE FOOTING SCHEDULE ON SHEET H.AO5) (24.) - CONCRETE THICKNESS "TE" (SEE FOOTING SCHEDULE ON SHEET H.A05) (25.) - CONNECTOR "C" (SEE ANCHOR TRUSS LEGEND ON SHEET H.A04 ) (26.) - 5/8" EXTERIOR PLYWOOD TYPE "CDX" FASTENED TO WOOD TRUSS w/10d NAILS @ 12" O.C. (27.) - (2) - 3/4"dia. EXP. BOLT 6" EMB. IN CONCRETE. (28.) - CONCRETE BEAM "B-3" (SEE BEAM SCHEDL ILE ON SHEET H.A04) (29.) - 1" x 6" TONGUE AND GROVE. (30.) - 4 DOWELS #6. (31.) - 5/8" DRYWALL TYPE'X" ON 1"x3" WOOD @ 1Q" O.C. (32.) - 2" x 6" MIN, VERTICAL MEMBER. tr, 5" i"- 22j jf-30 GARAGE 11 AC UNIT 18 PIM 15 31 1 i �1 6 3 LLI �S CL N ' GARAGE F.F. ELEVATION=-0'-7" X I-1=! I III ., III1 � 1-1 � 1-1 1 11111 11--I � II 11-1 I I -WIF18 1 21- -1 111 111 11-1 I I -I I18" III IIII � I III -III -III -III IIII I I III=111=1 I I-III=1 l 'I I l i1 1 11 I I ITI= I I I-1 I I-1 1 11 I I I I I. I-=1 I I-1 I I-111-1 I I-1 I III I-1T-1 I I-1 11=1 I I I I 1-1 I L-1 I i-11 1 SECT ON lIDIl (731 2 SECT H.A07 3/4" = 1'-0" J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: ,Nd�Nu unlrypfl n 4 , G 3uan S. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: U W O a J 00 M �° Q CO J U LL C LL o Z W 3 U -j Z ® Lu o V / LL (° o LLj o w 300 Z REVISIONS No. Description Date DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04l27/2021 ]oB No: 2106 Sheet Content HOUSE STRUCTURAL SECTIONS Sheet No. J.B.O. 1: FLORIDA BUILDING CODES 2020, 7th EDITION. 2: AMERICAN INSTITUTE OF STEEL CONSTRUCTIONS "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", AISC 360-50. 3.-AMERICAN CONCRETE INSTITUTE"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI-2011 EDITION. 4: AMERICAN FOREST AND PAPER ASSOCIATIONS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", NDS-12MARCH 2O13ADDEDUM. 5.-AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR MANSORY STRUCTURE" ACI 530-081ASCE 7-16, MATERIALS: UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS, 1: STRUCTURAL STEEL:.. .. ASTM A 36. ANCHOR BOLTS LIRA.:... .. ASTM A307. 2: CAST -IN -PLACE CONCRETE FOUNDATION: ............. 3 KSI NORMAL W. SLABS ON GROUND: ... 3 KSI NORMAL WT. COLUMNS AND BEAMS: .......... 3KSINORMAL WT. 3: REINFORCEMENT DEFORMED BARS: ......... ASTM A61 5, GRADE 60, WELDED WIFE FABRIC: .. ASTMA185, GRADE 60, 4: WELDING ELECTRODES:.... . ..... E70xx LOW HYDROGEN. 5: BOLTING MATERIALS: ............. ASTM A325 OR A490 U.O.N 6: FRAMING LUMBER: ............... DOUGLAS FIR OR SOUTHERN YELLOW PINE No2.19% MAX. MOISTURE CONTENT. fb (PSI)= 925 PSI - 2 x 8 fb (PSI)= 800 PSI .2 x 10 fb (PSI)= 760 PSI .2 x 12 NOMINAL SIZE DRESSED S4S. 7: MANSORY ACI-530-11 8.-CONCRETE ACI-530.11 1: NOTE, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY SOWN. PROVIDE DETAILS OF SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOR DRAWING FOR REVIEW. 2: STRUCTURAL DRAWING SHALL BE USED IN CONJUNTION WITH THE SPECIFICATIONS, ARCHITECTURAL AND MECHANICALS DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN' DRAWINGS IT IS THE CONTRACTOR'S RESPONSABILITY TO NOTIFY THE ENGINEER / ARCHITECT PRIOR TO PERFORM THE WORK. 3.- DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 4: SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING AND FIRE PROOFING DETAILS AND REQUIREMENTS. 5: ATALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PERSON AND PROPERTY. THE ARCHITECTS OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTIONS. DRAWING HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING 6.- CONDITIONS IF, DURING EXCAVATION OR CONSTRUCTION ACTUAL ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER OR ARCHITECT SHALL BE NOTIFIED, PLYWOOD SHEATING SHALL BE EXPOSURE "1"NOMINAL THICKNESS OF 19132" AND SHALL BE CONTINUOUS OVER 2 OR MORE SPANS WITH GRAIN PERPENDICULAR TO SUPPORT, PLYWOOD PANEL SHALL BE NAILED WITH Bd RING SHANK. NAIL SPACING FOR ROOF SHEATHING SHALL BE TON CENTER ATALL PANEL EDGES AND INTERMEDIATE SUPPORTS. NAILED WITH 8d RING SHANK OR 10d COMMON NAILS. ROOF SHEATING SHALL BE PROVIDED WITH A MINIMUM OF 2" A 4" EDGEWISE BLOCKING ATALL HORIZONTAL PANEL JOINTS WITH EDGE SPACING IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR A DISTANCE AT LEAST 4 FEET FROM EACH GABLE END. CONCRETE TIE BEAM 8" x 12" W/445 AND 4-TIES #3 AT 12" C/C AT CORNERS AND AT EACH BEND AND 48" CIC ELSEWHERE, CONTINUITY OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDE AT CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30" OR BY EXTEND 30" EACH WAY FROM THE CORNER. INSPECTION ON THE SITE, INDICATES UNDISTURBED SAND WITH A BEARING VALUE OF 2,000 P.S.F. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED. THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. THE ENGINEER HAS TO SUBMIT A SIGN AND SEAL LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED, AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. THE ENGINEER MUST SUBMIT TO THE CITY OF MIRAMAR BUILDING INSPECTOR A LETTER REFLECTING THAT THE FILL SUPPORTING SLAB ON GRADE, HAS BEEN COMPACTED TO A MIN. OF 95% DENSITY, THE AREA UNDER FOOTING, FOUNDATIONS AND CONCRETE SLAB ON GRADE SHALL HAVE ALL VEGETATION, STUMPS, ROOTS AND FOREIGN MATERIALS REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL A Ya tl Y}d(✓ e b kJ A e' 1: ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR LATH SHALL BE PRESSURE TREATED AS PER "AMERICAN WOOD -PRESERVES ASSOCIATION" 2: STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWANCE BENDING STRESS OF f b=1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE No.2, NOMINAL $IZE DRESSED S4S OR EQUAL APPROVAL. LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE COR ECTED BY BRIDGING AND NAILING. GNCRETE (NOTES CON 1: REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS, O.N. IN DRAWINGS. CONCRETE POURED AGAINST EARTH .................. 3" rr in. CONCRETE EXPOSED TO EARTH OR WEATHER: TOR SMALLER . ... ... 1-1/2" 6" OR LARGER ..... . , . 2 CONCRETE NOT EXPOSED TO WEATHER OR IN CONCTACT wl GRO ND: COLUMNS (TIES AND MAIN REINFORCING) .......... 1-1/2 SLABS, WALLS, JOINTS,1 f OR SMALLER .......... 3/4' BEAMS (STIRRUPS AMD MAIN REINF.) .... 1-112 CLEAR COVER SHALL BE CLEARLY SHOWN ON ALL REBAR DETAIL DRAWINGS. 2.-ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE PLACING CONCRETE IF NECESARY, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT. 3: THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATION OF ALL OPENINGS, PIPES SLEEVES, ETC.., AS REQUIRES BY ALL TRADES, BEFORE THE CONCRETE IS PO RED. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS WELL AS THE STRUCTURAL DRAWING FOR THE LOCATION, NUMBER AND SIZE OF ALL OPENINGS, SLEEVES, ETC.... HOWEVER, OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY THE STRUCTURAL ENGINEER IS OBTAINED, 4.- LOCATION OFF ALL CONSTRUCTIONS JOINTS NOT SHOWN IN DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING OF REINFORCING, ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN REBAR DETAIL DRAWINGS. ENGINEER MAY REQUI E ADD TIONAL REINFORCING AT CONSTRUCTION JOINTS, 5: CONCRETE FINISH FOR SLAB ON GROUND SHALL BE "LIGHT BROOM FINISH . CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE" SMOOTH FORM FINISH, ACI 301_89 (1 2.2) MANSORY NOTES 1: HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90, ON GRADE "N", TYPE "1", NORMAL WEIGHTfm= 2,000 P.S.I. 2.- MORTAR SHALL CONFORM TO ASTM C270, TYPE "M" OR "S" FOR ABOVE GRADE, TYPE "M" FOR BELOW GRADE, I'm= 2,000 P.S.I. 3.- GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, fm= 3,�00 P.S I. STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEEDING 4 FEET VERTICALLY AND A SLUMP OF V-1". 4: VERTICAL REINFORCING SHALL COMPLY WITH ASTM A615; GRADE 6b DEFORMED BARS MINIMUM LAP SPLICES SHALL BE 48 BARS Dia. AS FOLLOWS #3 BARS ...... P-6„ #4 BARS ...... 24" #5 BARS ...... 34" #6 BARS ...... T-V (FORCED 5.- HORIZONTAL REINFORCING SHALL BE No.9 GAGE, LADDER TYPE FO REIN MASONRY AND TRUSS TYPE FOR ALL OTHERS, AND SHALL BE PLACED EVERY OTHER I OURSE U.O.N. 6.-ALL BLOCK $HALLBE PLACED IN RUNNING BOND. CONTRACTOR MUST PROVID MIAMI-DADE COUNTY PRODUCT CONTROL APPROVAL FOR SHUTTER AT EACH WINDOWAND DOOR OPENING; THEY MUST BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS (SEPARATE PERMIT IS REQUIRED) NOMEEMENAME 8" VARIES 8" 2-#5 CONT WINDOW OPENING S -0 L .4144 CONCRETE CAP BEAM Vx8" w1245 CONT. THE BUILDING MUST HAVE A PRE -CONSTRUCTION TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN WIN DU W U P E N I N G E AI L TERMITES. N.T.S. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY WICH CONTAINS THE FOLLOWING STATEMENT. 'THIS BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUB-TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF A AGRICULTURE AND CONSUMER SERVICES" TYP. DROP TIE BEAM 1/4„ = 11-01, 345. L=30" BENT N.T.S ADD 2#5 REINFORCEMENT BARS FOR EVERY 8" OF DROP STIRRUPS (REFER TO TIE BEAM SCHEDULE) DROP TIE BEAM @ WINDOW AND DOOR OPENINGS TYP. DROP TIE BEAM REINFORCED GROUTED CELL, TYPICAL 1" x 4" P.T. WOOD BUCK WITH 1/4" x 2-1/2" TAPCON SCREWS @ 4" FROM ENDS, & @ 15" O.C. MAXIMUM ELSEWHERE, EMBEDDED 1-1/2" IN CONCRETE. TYPICAL FOR ALL DOORS & WINDOWS. IMPACT RESISTANT GLAZING, OR STORM SHUTTERS REQUIRED. (PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQUIRED). C.B.S. WALL OR CONC. COLUMN 8 EXTEND DROP OF TIE BEAM 8" BEYOND SIZE OF OPENING AT EACH END 8 OPENING FOR WINDOW, DOOR OR SLIDING DOOR. SEE FLOOR PLAN & ELEVATIONS N.T.S. 9 GAUGE DUR-O-WALL HORIZONTALREI N FORCEM E NT EVERY OTHER COURSE (LADDER TYPE) Tx 8" x 16" CONCRETE �� f NIASONRYUNITS TYP. CORNER REINFORCEMENT N.T.S. 114" CONCRETE SLAB6, ' �— CONTROL JOINT DETAIL N.T.S. 39' CONCRETE STRUCTURE (SEE STRUCTURAL DINGS.) 5/8" STUCCO FINISH PROVIDE CONT. SEALANT PROVIDE CONT. SEALANT CONCRETE CAP BEAM 8"x8" w/ 245 (TYP.) 5/8" STUCCO FINISH WINDOW HEAD & SILL DETAIL 1 1/2"= V-O" R-5 INSULATION 1/4"dia, x 4" LONG TAPCON SCREW 2" x 1" PT. WOOD BLOCKING 1/2" GYPSUM WALL BOARD ON 1"x2" PT. WOOD FURRING STRIPS @ 24" O.C. PROVIDE CONT. SEALANT WINDOW UNIT (SEE SCHEDULE) PROVIDE CONT. SEALANT 2" x 1" PT. WOOD BLOCKING MARBLE SILL 1/4"dia. x 4" LONG TAPCON SCREW R-5 INSULATION 1/2" GYPSUM WALL BOARD ON 1"x2" PT. WOOD FURRING STRIPS @ 24" O.C. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: ,ppgw'nun,p„ o: W O o c „PR�� Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: W O w r-_ 0. J 00 N� W 2 U a tL CLL O Z 3 � °Z .� W 0� W p .: ��/�/� v/ U. ofl p W a Uj REVISIONS No. Description Date I DESIGNED BY: Designer �RAWN BY: Author �HECKED BY: Checker GALE: AS SHOWN ATE 04/27/2021 JOB No: 2106 Sheet Content STRUCTURAL NOTES Sheet No. 89'.0" PLUMBING NOTES 1, THE CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK D VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMMENCING THE WORK. IN CASE OF ANY DISCREPANCY THE ARCH./ENGINEER MUST BE NOTIFIED IN WRITTING BEFORE PRECEEDING WITH THE WORK. 2. THE CONTRACTORS SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE (2020 EDITION) AND ALIOTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND ORDENACES 3. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND At L OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. 4. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF A GOOD QUALITY OF RESPECTIVE KIND AND GRADE, AND MUST BE FURNISHED SO AS TO THE PREVENT ANY DELAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. 5. CONTRACTOR SHALLVISITTHE SITE AND RENEWALL PERTINENT UTILITY D WINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND/OR PROPOSED UTILITY S UB OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFEC I HIS WORK. 6. ALL UNDERGROUND SANITARY & STORM DRAINAGE PIPING AND FITTING S ALL BE PVC (ASTM-D2665, F891, F1488 & CSA-Bi812) 7. ALL ABOVE GROUND SANITARY & STORM DRAINAGE, BRANCH & VENT, PIPES AND FITTINGS SHALL BE PVC (ASTM-D2665 F891, F1488 & CSA-B181.2) 8. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE" K, WK, L, WL M OR WM" (ASTM B-306). ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE " K, WK, L, WL, M OR WM " ( STM 875, 888, B251 & B447) OR CPVC (ASTM 02846, F441, F442 & CSA-B137.6) 9. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE OPPER TYPE " K, WK, L, WL, M OR WM"(ASTM B-75, B88, 8251, 9447) 10. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY AC ESORIES SUCH AS STOP VALVES 'P" TRAPS, SUPPORTS, P&T VALVES, ETC., AS REQUIRED. ALL EXPO ED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE SH I T OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COU I LING AS REQUIRED, FOR ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER, PROVIDE AIR CHAM ERS TO EACH FIXTURE AS REQUIRED. 11. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FAMES AND COVER AS REQUIRED) AT THE BASE OF ALL WASTE AND/OR VENT STACKS. PROVIDE PI CH PANS AND LEADS FLASHING FOR ALL SANITARY SYSTEM VENTS. U � � `" r " �'��04 � ���`� `a` ��.��r •��� � w Lan R i 9. 'rex � A .� � WATER SYMBOL FIXTURE FIXTURE TYPE DRAIN DESCRIPTION UNIT COL HOT ® WATER CLOSET 4 3" 1/2" FP2 LAVATORY 1 1112" 1/2" 1/2" HOWER 2 2" 1/2" 1/2" SEE NOTE I P4 ��NK EKITC=HEN 2 1 1/2" 1/2' 1/2" p5 DISHWASHER 2 1" - 1/2" SEE NOTE 2, & 3 P6 REFRIGERATOR - 1/2' - SEE NOTE 2 P7 WASHER 2 2"` 1/2' 1/2" SEE NOTE 2 P8 SERVICE SINK 2 2" 1/2' 1/2" P9 OUTDOOR SINK 2 1 1/2" 1/2' 1/2" NOTES: 1. PROVIDE ANTISCALD VALVE. 2. PROVIDE WATER HAMMERARRESTOR, 3, CONNECT TO GARBAGE DISPOSA; WITH fdia FLEXIBLE PIPE. 4. PIPE 2" DIA. OR LESS AT 1/4" F.T. SLOPE AND 3" DIA. OR MORE AT 1/8" F.T. SLOPE. 1 /2' P9 _ C.O. i r - T STUDOR VENT y �jic Y (2 FU) E E3 SLOPE 118' F T 1" 11/2" 11/2 III 2" VTR 2" VENT LINE 2 VTR L= I �—^^ --- -. CO. -- --- — — - ---- - pTH y P6 _ 2 r 1i LROOMY' �1' 3„ �_ P5 P4 (sFu) 0 SLOPE ig"FT) 2" -2„ P3 311 P1 2 Afi VTR PY VTR 3" NEW 4" TWO WAY c o. , 111 3„ P7 2" (5FU), co'i (SFU) 2FU) B THROOM CLEAN OUT (2 FU)__ �I 2" (2 FU) SLOPE 114" F.T. (2 FU) 0 2 T (21 FU) SLOPE 1/8" F.T. 3' 9 FU) MASTER 4" (32FU) 3" 13FU) BEDROOM co 4" (28 FU) „ , c _ 2" VENT SLOPE 118" F.T. P$ SLOPE 118" F.T. 2 VENT 4" j26FU) t D�I-I r (SEE SITE PLAN FOR CONT.) 4" (0 FU) _ i LINE SLOPE 1/8" F.T. t� P� T LINE -- SLOP 1/8 F.T 1 1/2" E3' (4 FU) 2" Y 12" --- SLOPE 1/8" FS: 3„ ViR SLOP 114' FT -- - W.LC. Fie G / AIC 1 n 2" A/C DRAIN PVC - T POINT FDR WELL �� PIPE CL DRY ( ARGE SLOPE 1/4" FT. GREAT -1- F RAIC RAIN BA OM ROOM 2" 3FU 3" 4FU) HALLWAY ( P2- � P1 P3 C.C. GARAGE 1112" 2' C-2 in 2 VTR (2 FU) I B EDROOM 1 BE DROOM 2 3/4" PVC PIPE SCHDA0 SLOPE 114" FT. INTO 4" WALL PARTITION L2 NTT DRY WELL (POINT OF DISHARGE FOR AIC DRAIN) �N Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL' ....nuonnl,q, ,a o%`'" NEZ* �O U � Mt �.• z Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 V Uj Mom j w I, Ci M W 5J ` 00 L a LL C: ILL. oZ ,N W U-j W M p U) �® V d LL (4 p WN D 6Js W Z Date DESIGNED i : Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 305 No: 2106 Sheet Content HOUSE SANITARY SERVICE PLAN Sheet No. FILE COPY MAX. FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, FIXTURE FITTING AND APPLIANCES. F.B.C. 2020 TABLE 604.4 PLUMBING FIXTURE OR FIXTURE FITTING MAX. FLOW RATE WATER CLOSET 1.6 GAL, PER FLUSHING CYCLE LAVATORY FAUCET 2,2 GPM AT 60 P.S.I. SHOWER HEAD 2.5 GPM AT 60 P.S.I. LEGEND ----.---- COLD WATER (C.W.) - - - - - - - - HOT WATER (H.W.) RECIRCULATION LINE (RL) (A.C.) ABOVE CEILING EXPANSION TANK HOT WATER RECIR. PUMP —� 314" SHUT-OFF VALVE 314" HOT 314" RELIEF WATER IT VALVE HEAT TRAP FLOOR �q WATER HEATER WATER HEATER PAN DRAIN 24" HOT WATER HEATER NOTE: WATER HEATER SHALL BE INSTALLED IN GALVANIZED STEEL PAN MIN, THICKNESS OF 24 GAGE, 0.0276". THE PAN SHALL BE NOT LESS THAN 1-112" DEEP AND SHALL BE SUFFICIENT SIZE AND SHAPE TO RECEIVE ALL DROPPING OR CONDENSATE FROM W.H. NOTE: ELECTRICAL WATER HEATER 40 GALLONS. EF 0.92 WATER HEATER DETAIL-' 12" = 1,-0„ - — VALVE 314" HOT WATER RECIRCULATION LOOP 3/4" COLD WATER 3N' SHUT-OFF VALVE HEAT TRAP AIR GAP P8T RELIEF PIPE TERMINATES ON WATER HEATER PAN DRAIN 314" DRAIN PAN TO OUTSIDE OF BUILDING TERMINATES 6" ABOVE GRADE 86'-0" ----------- _ _ C.W LAUNDRY— - Iz ---- ill ROOM - * - `, I I P1 II P6 _�1 -P4 - 31a"...I ' _ P3 1 T' P2 P2 . 112" R.L. 39' R.L. DOWN. WANTRRY P2 112" C.W. �_ � P5 C.W. I H W P3 1/2" v2 `1 � � �3/4N L. 1.1144" .W. 314A�.L.! � 112"HW. -1 112 R.L. MASTER 314" C.W. P7 314" R.L. "Z' H.W. �i -112' H.W. 112" R.L. 1l2" R.L. AC DOWN H.B. A.C. C.W. R.L. — 7 vr' C.W. L- - - - a14^ C.W L - - - - TT MASTER �P8 314' C.W. 314" H.W. 314"R.L. 314" H.W. ( LINES DOWN yr H.W. BEDROOM 3W H.W. J A.C. A.C. A.C. I AC. A.C. E3 I� I C._ i e, FROMCEILING UP 314" H.W. 314" ESQ io 3/4" —R.L. Pq W ..I I FROM 112 111A C.W. -- C.W. HOT WATER / - — - � � , AC. RECIRCULATION PUMP ! LINES DOWN LINES DOWN C.W. W.I.C.` DRY WELL I CEILING FROM CEILING _- ` 112" R.L. I MANUF. "WATTS' MODEL II (POINT OFDISHARGE 12' 1 `\ u 09558000REQUAL I CiL 1/2" H.W ` A.0 FOR WATER HEATER PAN DRAIN) -WATER HEATER AC. PAN DRAIN WATER HEATER GREAT I > --.! 11T R:L (UP) 112" R.L. ; I \ i 40GALLONS ROOM P2 P.I P1 ! GARAGE — 314" C.W. A.C. 314" C W DOWN 1/2' C.W H.B. 314" WATERLINE TO --� GUEST HOUSE. COVERED PORCH HOUSE WATER SERVICE PLAN N H.A10 3/16" = V-0^ (> 11/4" C.IN \ `� (DOWN)" I BEDROOM 1 , i 1114" H.W. C.W. BEDROOM 2 NEW 1.114"de. SHUT-OFF VALVE. 114" (8" ABOVE GRADE) .W. 1.`IX' WATER LINE FROM WELL. (SEE SITE PLAN FOR CONT.) 1/2" C.W. 34'dia. HOSE BIBB wIVACUUM BRAKER (TYP. H.B.). J.B.oJ Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: ,10pN1mu.4" LL Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: U W O a J C00 D N W a cc+I wJ U ILLCLL Z W 3 W o 'v 0 W o" V / LA_ (0 p W 0_ W Z REVISIONS No I Description Date DESIGNED BY: R. SILVA DRAWN BY: J.F. CHECKED BY: Juan B. Ordonez SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 Sheet Content HOUSE WATER SERVICE PLAN Sheet No. HnAl 0 I.- THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS AND ANY OTHER EXISTING CONDITION BEFORE COMMENCING THE WORK IN CASE OF ANY DISCREPANCY THE ENGINEER OR ARCITECT MUST BE NOTIFIED IN WRITTING BEFORE PROCEEDING WITH THE WORK 2: THE CONTRACTORS SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE H.V.A.C. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE F.B.0 2020 7th EDITION AND THE LATEST EDITIONS OF THE FOLLOWING PUBLICATIONS. (A) ANS B9.1 MECHANICAL REFRIGERATION (B) NFPA PAMPHLETS 90A AND 91(C) SMACNA (D) ASHRAE. 3: ALL AIR CONDITIONS DUCTWORK SHALL BE 1 1/2" STANDARD DUTY FOIL REINFORCEMENT FIBERGLASS WITH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. 4: ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. 5.- DUCT SIZE SHOWN ARE NET FREE AREA. 6: ALL AIR DEVICES (DIFUSERS, REGISTERS AND GRILLES) SHALL BE ALUMINUN CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR, OR AIRGUIDE, OR APPROVED EQUAL. 7: PROVIDE OPPOSED BLADER DAMPERS ATALL DIFFUSERS AND REGISTERS. 8.- PROVIDE TURNING VANES AND EXTRACTOR, ALL ELBOWS AND TAKE OFF. 9.-THERMOSTATS PROGRAMABLE SHALL BE COMBINATION OF COOLINGIHEATING WITH SYSTEM COOUAUTOIHEATIOFF AND ONIAUTO SELECTOR SWITCHES. 10: REFRIGERANT PIPING SHALL BE COPPER TYPE "L" 3/4" ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES. 11: PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUSTALSO BE REPLACED PRIOR TO FINAL ACCEPTANCE BY OWNER. 12.- BATHROOM EXHAUST DUCTS SHALL TERMINATE, NOT LESS THAN VABOVE FINISH ROOF SURFACE, AND SHALL NOT BE SCREENED WITH A CORROSION RESISTANT MATERIAL. AMESH SIZE NO LARGER THAN 1/2" 13.- CLOTHES DRIER EXHAUST DUCT SHALL BE CONSTRUCTED OF A MIN. 26 GA SHEET METAL JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH METAL. SCREWS OR OTHER FASTENERS WHICH WOULD EXTEND INTO THE DUCT, 14: DRIER EXHAUST TO BE 25' MAX., AND NO INSECT SCREEN MUST BE USED. DUCTS SUPPORTS ARE SPECIFIED IN THE SMACNA MANUAL "HVAC DUCT CONSTRUCTION STANDARDS." AS A SUPLEMENT, THESE GUIDELINES FOR LOCATION OF HANGERS ARE RECOMMENDED: 1: INSTALL HANGERS AT RIGTH ANGLES TO CENTERLINE OF DUCTS. STRAP HANGERS SHOULD BE INSTALLED IN PAIRS ON EXACT OPPOSITE SIDES OF DUCT. 2: HANGERS ARE INSTALLED ADJACENT TO TRANSVERSE JOINTS OF DUCTWHENEVER SPECIFIED SPACING INTERVALS OF HANGERS MATCH LENGTHS OF DUCTS SECTION. BASE THE SPACING OF HANGERS ON EITHER THE DUCT" CROSS -SECTIONAL AREA" OR "HALF -PERIMETER" (SMACNA) METHOD HANGER INTERVALS DERIVED FROM THESE METHODS ARE USUALLY COMBINATIONS OF 4, 6, AND 8 Ft OR 5 AND 10 Ft. 3: JOINTS OF NESTED FITTINGS, AS SPLITS IN MAIN DUCTAND JOINTS OF DIRECT BRANCH TAPS INTO SIDE OF MAIN DUCTS, ARE CONSIDERED WEAK JOINTS IN A DUCT SYSTEM AND REQUIRE EXTRA HANGERS. 4: AT HORIZONTAL CHANGES IN DUCT DIRECTION, GREATER THAN 20', ONE OR MORE SETS OF HANGERS (LOCATED SYMMETRICALLY AT THE CENTER OF THE ELBOW) ARE NECESSARY TO PREVENT OVERSTRESSING OF ORDINARILY SPACED HANGERS. 5: LOCATE HANGERS AT BOTH ELBOWS OF LONG VERTICAL OFFSETS CLOSE TO THE CENTERLINE OF VERTICAL DUCT. SHORT OFFSETS NEED HANGERS AT BOTTOM ELBOWS. 6: DUCT RISERS REQUIRE SUPPORTAT EACH FLOOR. RISERS PASSING THROUGH BUILDING STORIES MORE THAN 15 Ft HIGH SHOULD BE PROVIDED WITH EQUALLY SPACED INTERMEDIATE SUPPORTS. VERTICAL SPACE BETWEEN INTERMEDIATE SUPPORTS SHOULD NOT EXCEED 12 Ft. 7: SUPPLEMENTARY HANGERS SHOULD BE PROVIDED FOR MEDIUM OR HEAVYWEIGHT EQUIPMENT INSTALLED INSIDE DUCTWORK DRYER EXHAUST NOTE: METAL DUCT 4" dia., GALV. 26GA MIN. WITH WALL CAP MODEL 642 MANUF." BROAN" BUILD -IN -DAMPER NOT INSECT SCREEN, MOUNTING ON 8" CBS WALL AND FASTENER WITH 4 TAPCON SCREWS 1/4" x 2" EMB, IN CONCRETE, EXHAUST FAN 1: EXHAUST FAN MANUF. "BROAN" MODEL 670, 50 CFM WITH METAL DUCT 4" DIA, GALV. 30 GA MIN. WITH ROOF CAP MODEL 634 MANUF. "BROAN" BUILT-IN DAMPER AND BIRD SCREEN, CORROSION RESISTANT, MOUNTING 8" ABOVE ROOF. REFRIGARANT CIRCUITS ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED LOCKING -TYPE TAMPER RESISTANT CAP OR SHALL BE OTHERWISE SECURED TO PREVENT UNAUTHORIZED ACCESS UNLESS THE PORT ARE LOCATED INSIDE THE CONDENSING UNIT CABINET F.B.C: R-M-1411.8 REFRIGERANT SUCTION LINE SHALL BE INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF AT LEAST R-4 AND EXTERNAL PERMANENCE NOTE EXCEEDING 0.05 PERM WHEN TESTED IN ACCORDANCE WITH ASTM A-96 F.B.C-R-M-1411.E CONDESING UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUF. INSTRUCTIONS AND THE REQUIREMENTS OF THE F.B.C: R-M140U & F.B.C:1620 THE TOTAL WIDTH OF THE SPACE ENCLOSING THE AIR HANDLER UNIT SHALL BE AT LEAST 12" WIDER THAN THE AIR HANDLER F.B.C.-R-M1305.11 DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL sw DESCRIPTION AIR HANDLER UNIT RHMV6021 SEAC II TOTAL00 :00 NET SENSIBLE 0• : ..00 NETLATENTE .:0o BTUI 6,200 PTUI SECTION• . LINE�® 22,400HR AIR SUPPLY - AIR RETURN THERMOSTAT PRAGRAMMABLE MAIN DUCT INSULATION R-6 FLEXIBLE DUCT INSULATION R-6 EXHAUST FAN FAN #1 DRYER - --- .-- - --- - -- ---- _ -- — — EXHAST _ -- - - - // ST l \` ----------------------- -- ---- ---- Nf - - - - --'- - - - - - - - - - LAUNDRYa ++BAI H --� 180CFM - ��FTR�€ ROOM ` 1 10"x12° -- 1,50CFM j 6„ ( 6 6" ! I >k"`� � I RETURN GRILL I `:- L „ EXHAUST „ - - F 4 24 x36 1225 CFM 150 FM 4 10„ 12„ FAN#1 — MASTER _ 115AM 10"x612" 8" 50CFM 250CFM BEDROOM 10"x8" I„UL0 100CFM 150CFM � I " 6„�„ � I I 10"x8" 8„ � -r - - - - - - a I 10"x12" I (LDj ` gICL 8I 4" - T , I r� 8' W.I.C. a 12 --- 12„x14" 1 „x7„ 35CFM 1 235CFM NC METAL GALV, 25GA. 0 14'z4„ -- - f 14"x14" 6 x6 RETURN DUCT16xi8 NC-1 " 10x12112 I 1 4 i r- `---- - - - - -- � - -- i 0 CL +„ 1" UC 10 - - EXHAUST 4­11FAIJ #1 A/C METAL GALV. 25GA. FOR I METAL FIBER - iL - 10 .i ._ _ -- - - UCT 12 SUCTION &LIQUID AC SUPPLY DUCT 14"x14" 8 ROOM DOOR FOR AIC 10112" x12" 4„ 50 CFM BAVP iDO LINE INTO ATTIC GREAT FULL LOUVERED 6„„ 6" x 8" =---- _--- --� I RETURN + SUCTION & LIQUID 8" 8 101112" x 12 6„ 485 M LINEDOWN GARAGE I T z 18"x18' .� AIC 2 111 CFM ^� SUCTION & LIQUID BEDROOM 1 125 CFM LINE INTO ATTIC 1 150 CFM 10"x10" J 150CFM 1TAT 8" 10"x12" BEDROOM r+ I THE TOTAL WIDTH OF THE SPA�E 6 125 CFM 125 CFM 125 CFM I I I ENCLOSING THE AIR HANDLER UNIT ' 10"x10" 10"AV 10"x161 GARAGE VENTILATION 180 CFM SHALL BEAT LEAST 12" WIDER THAN (SEE SHEET H.A03) _ 10'I THE AIR HANDLER F B_C_R-M1305+11 T I I ) I I s., .... .. ,... GARAGE VENTILATION CALCULAfiI N RED,100 CFM VENTILATION PER CAR 4, 15 `r 6 HOUSE MECHANICAL e E C H A N I C w e PLAN LA N' (2 CAR GARAGE REQ. 200 CFM GRILLE 15"AT =15 IVI H H L I-+ Iv PROVIDE METAL LOUVERS GRILLE 15"x10"=150 SQ.IIN. �N (15"x10") 150 SCAN. x 75%=112 SQ./IN FREE AREA FOR METAL LOUVERS. 112 SQ./IN = 224 CFM PROV INTAKE AIR & OUTLET AIR REQ. 200 CFM < PROV 224 CFM (0K) NOT•. OHEET MST TION3 mar ROOF FINISH. SEE SECTION ROOF CAP PERFORATED VENT CAP 1W MA cLA" f AND FOR MORE INFORMATION OF 12'MIN.ABOVETOP GRADE LEVEL GALV. METAL FLASHING UNION =11't III ° =III=II+=III= � 5--, - C.O. PLUG IJ A/C UNIT DRAIN S<0, CONNECTION, CONDENSATE 10" DIA. CONC. OR CLAY \ 1 /4" = CLIP B CLIP A PAD ROOF CAP MODEL 634 MANUR "BROI BUILT-IN DAMPER AND BIRD SCREEN, CORROSION RESISTANT, CONDENSATE DRAIN MOUNTING B" ABOVE ROOF. SIT FAN ROOF DETAIL CLIP C CLIP D NOTE: CLIP A,B,C & D TIE DOWN BRACKET "MIAMI TECH" CLIP 14 GA. ASTM A653, FU=90 KSI STEEL ATTACHED A/C UNIT WITH 2410 SMS PER BRACKET AND 1-114"dia. STAINLESS STEEL ITW BUILDEX TAPCON 1-314" EMB. IN CONCRETE PER BRACKET 2.1/2" MIN. EDGE DISTANCE, T MIN. SPACING TO ANY ADJACENT ANCHORS, A/C COMPRESSOR MOUNTING UNIT 1" = 1'--0" LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) INSULATED FLEX, DUCT DIFFUSER FLEXIBLE 1" = 1'-01, DRY LINE b PIPE WITHOUT COVER FILLED WITH 3/4" ROCK CONDENSATE DRAIN DRY WELL N.T.S. *'p. � I NOTE: DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY. - SEAL JOINT WITH DUCT SEALER & TAPE CONNECTION DT Ste, M,q�./MGM FLEXIBLE DUCT SUPPORT DTL. 1 1/2" = 11-01, MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING 1-1/2" BAND CLAMP MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING 1-1/2" BAND CLAMP J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: EZ* .6•,�..... d� R, (n IU �•: W _ * _ a0i� r'• �`� Q to =`�: Fv 6 . Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: V W MI a J eo M W p V Q OL c LL o z W 3 .� U ® Z W o C0 W ( o W 0- W z REVISIONS No, I Description Date jl i i DEIGNED BY : Designer D4WN BY: Author CHECKED BY: Checker LE: AS SHOWN DA E: 04/27/2021 JOB No: 2106 Sheet Content HOUSE MECHANICAL PLAN Sheet No. I FILE COPY Ill LWAM6111 1. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWING CHECK AND VERIFY ALL DIMENSIONS, ELEVATION AND ANY AND VERIFY ALL DIMENSIONS, ELEVATION AND ANY OTHER EXISTING CONDITION BEFORE COMMENCING THE WORK. IN CASE OF ANY DISCREPANCY THE ENGINEER OR ARCHITECT MUST BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK, 2. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWING. 3. COMPLY WITH THE N.E.C. 2014 AND THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION. 4. PROVIDE EMPTY CONDUITS REQUIRED FOR TELEPHONE. 5.OBTAIN ALL PERMITS FOR WORK UNDER THIS PROJECT. 6. PROVIDE TEMPORARY POWERAND LIGHT OUTLETS FOR USE BY OTHER TRADES. 7. PROVIDE ALL REQUIRED CONNECTION FOR OTHER TRADES. 8. COORDINATE ALL OUTLET LOCATION WITH BUILDING ARCHITECTURAL FEATURES. 9. CONTRACTORS SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 10. ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTHERWISE. II. INDOOR CONDUIT SHALL BE EMT. 12, OUTDOOR CONDUIT SHALL BE PVC PIPE SCHEDULE40 MINIMUM COVER SHALL BE 24". 13, ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 14 ROMEX CAN BE USED EXCEPT FOR RANGE AND A/C HEATING. 15, A MINIMUM OF 75%OF THE LAMPS PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMP F.B.C: ENERGY SECTION R404.1(2020 EDITION). 16. RECESSED LIGHTING MUST COMPLY WITH F.B.C. ENERGY SECTION R-402A (2020 EDITION) REGARDING A SEAL TO PREVENT LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 17, ALL RECEPTACLE 15 AND 20 AMPS IN ALLAREAS TO BE TAMPER RESISTANT N E C.-406.12 18. PROVIDE ARC FAULT CIRCUITS INTERRUPTER PROTECTION FORALL 15 AND 20 AMPS. IN FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, KITCHEN, SUNROOM, RECREATION ROOM; CLOSETS, HALLWAY, LAUNDRY OR SIMILAR ROOMS AREAS N.E.0 - 210.12 (A) (1) THROUGH (6). 19. THE ELECTRICAL SYSTEM SHALL BE COMPLETELYAND EFFECTIVELY GROUNDED AS REQUIRED BY THE LAST EDITION OF N.E.C. AND F.B.C. AS SHOWN. 20, ELECTRICAL OUTLETS, ELECTRICAL PANELS, APPLIANCES, A/C COMPRESSOR SHALL BE INSTALLED ABOVE FLOOD LEVEL CRITERIA 21. ELECTRICAL CONTRACTOR SHALL COMPLY WITH N.E.C.404.2 (C) FORALL SWICTH CONNECTION NEUTRAL CONDUCTORS. 22. AFCI PREOTECTION REQUIRED FOR ALL 125 VOLTS BRACH CIRCUITS APPL IES TOALLAREAS INCLUDING THOSE FOR SMOKE DETECTORS LIGHTS, WALL A/C UNITS FAN AND RECEPTACLES OUTLETS, EXCEPT t" OULETS IN BATHROOM, UNFINISHED BASEMENTS GARAGE AND OUTDOORS N.E.C. 210.2. 23. AFCI RECEPTACLES MAY BE INSTALLED AT THE FIRST OUTLET OF BRACH CIRCUIT ONLY WHERE RMC, IMC, EMT, MC CABLE, OR STEEL ARMORED A/C CABLE WITH METAL OUTLETS BOXES INSTALLED FROM THE PANEL BOARD TO THE FIRST OUTLET N.E.C. 210.12 (A) EX.1 24. LIGHTING IN THERMAL ENVELOPE SHALL BE IC RATED (F.B.C. E-R402.4.1 TABLE) 25, NON -LOCKING TYPE RECEPTACLE 15 OR 20 AMP.,125VOLTS TO BE TAMPER RESISTANT 406.12. NOTES 1. N.E.C. 250.94 BONDING FOR OTHER SYSTEMS. AN INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND GROUTING CONDUCTORS REQUIRED FOR OTHER SYSTEM SHALL BE PROVIDED EXTERNAL TO ENCLOSURE AT THE SERVICE EQUIPMENT AND AT THE DISCONNECTING MEANS, 2. SMOKE DETECTOR MIN 3 FROM A/C REGISTER AHU, OR KITCHEN DOOR N.E.C.110.3.B, F.B.C. 907, NFPA 72. 3. ELECTRICAL CONTRACTOR SHALL COMPLY WITH N.E.C. 260.94 �j SINGLE POLE TOGGLE SWITCH 2OA, 120V. 3 THREE WAY SWITCH 20A,120V. DUPLEX RECEPTACLE FY 20A,120V. SINGLE RECEPTACLE 20A,120V. G.F.I. GROUND FAULT INTERRUPTER W.P WHEATHER PROTECTION CEILING OUTLET �L WALL OUTLET SD SMOKE DETECTOR CEILING OUTLET HI -HAT Q WALL MOUNTED + LIGHTING FIXTURE MAIN DISCONNECT OP HEAVY DUTY SWITCH BEDROOM SD SMOKE DETECTOR LIGHT 120 V. I SWITCH LEG SWITCH PHASE CONDUCTOR CONNECTED TO RC FAULT CIRCUIT. SMOKE DETECTOR DIAGRAM N.T.S. W.0° -- A27 - ---- ------ -- ... A-27 -- _ -- ------ A27-- _... - ------ ---- - A-27---- --__ ._.---- ----- A-27- - -- - -- A-27- --- © EXHAUST FAN TELEPHONE -a OUTLET A30 A•29 A-29 A-29 A-29 E✓ GFI A-29 A-29 TV A-27 o A•21 OUTLET h?(D° B-18118 I A-30 SPOT GFI A-29 LIGHT , A-6 GFI WP GFI WP WR A-8 A-28 A-6 B. GFI WR GFI 0 ELECTRICAL _- - _ _ A-12 ----- GFI _____ _ - GFI _ A-11 PANEL - -- - A-20 - - - -- -- -- -. - - -- - - --- -- - B-5/7 6, B-14 - ' a 3 - F r.., A-13 3 3 3 EXHAUST g•14- - B- 4 12 UP 13 13 /A 11 q_g ELECTRIC LAUNDRY /! ------ A-23-- ------------A-23 --- - - A-23- FI - - - A-9- - - - - - - - - - -A.9 ROOMFAN LAU Y BATH - ` 24 A 11 CM _ � -13'-MASTER FPLSERV CARBON B-14 -23 A A-23 ATHROO UNDERGR MONOXIDE Bib A-10 A-9 MASTER A 9 L -i GFI -3 - B-14 B-14 GFI A-23 I WR q.22 MAIN DISC RESISTANT B-14 B-14 A•23 A-11 A-9 (SEE RISE �J B 12 o GFI A•1/3 DINING AREA AA0 0 A-13 1 - - - 3 --_- ---- 0 3 A-23 A-14116 q_t W.I.C. A•9 A9 RANGE &DRYER GFI A-13 SD RECEPTACLE A.9 - - - - - - - - .A 9 _ _ A gl A-27 B-11 B-10 AIO.1 A-23 A•23 GFI - - A-27 GFI CC 1 1 GFI PHONE JACK A 3 A 11 A 11 / B-13115 A-21 A-9 1 � N � A-23 � _ A-25 11 GFI WP ❑ I � A-1,, _____ {, 3 �� A25 I I I PUSH BUTTON WR 3 BATHROOM '\ VP i GFI WP N r- - CM A_25 r, M A•214 A-13 A•25 A-13 A-13 ❑ COMPRESSOR A•19 /� SD MAIN DISCONNECT UNIT#1 ACCESS A-19„`� i GREAT HALLWAY A-13. A-25 �1 ATTIC B-113 B-2/4 B-10 A-19� A-25 A-y GFI COMPRESS! R LIGHT ROOM 5/8" x 10' GROUND ROD GFI N N UNIT#2 ELECTRICAL B•8 B•10 � l ,, _ GFI I A 21 AIC•2 A-17 A-15 II PANEL7- 9V� GFI SD IA-15 SD ELECTRICAL A-11 A-19 A-17 A 19 A-19 A-17 PANEL B � GARAGE � ,I I B-10 A•17 -15 A-15 GFI A-21 BEDROOM1 BEDROOM A-27 `------A•19---------------- A•tg-------- ------ --A•19------ A-21 I A-27 A-21 A-21 A•17 A-17 A-15 A-15 db db f� k NO DEMAND ITEM DEMAND RANGE 36,000 REFRIGERATOR 4,500 DISHWASHER 1,200 GARBAGE DISPOSAL 700 GARAGE MOTOR 12,000 WATER HEATER 15,300 SMALL APPLIANCE 9,000 GENERAL LIGHTING 14,654 WASHER 3,000 DRYER 10,000 WELL PUMP 1,500 SPRINKLER PUMP 1,500 KITCHEN HOOD 3,000 A/C 22,000 WINE COOLER 600 TOTAL 102,154 22,000 FIRST 10 K.W. AT 100% - 10,000 REMAINDER AT40% - 36,862 A/C LOAD AT 100% - 22,000 TOTALSERVICE - 68,862 SERVICE SIZE 1= 68,862 = 286.9 = 300AMR 240 (REQ.) (NEW 300 AMP, ELECTRICAL SERVICE) - A17 GFI WP A 7 A-27 2 A-27 - - --- - A-27 - R -- -- -A•27 - - -� A-19 A-19/ GFI WP A-19 WR i I A-19 A-19 II I 1 I LANDSCAPE LIGHT B-19 LANDSCAPE i LIGHT B-17 A-19 A-19 �N METER Juan B. Ordonez, P.E. FL. Lic. 43360 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 ..SEAL: QpNEZ,t 0 'UJAY :ur =, t Zne Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: Uj 00 J 00 Nv W Q 0 CO D J LL C LL W U J ® Z W p '-' Cl) LL f W O W Z REVISIONS No. Description Date DESIGNED BY : Designer DRAWN BY: Author CHE�KED BY: Checker SCALLE: AS SHOWN DATE: 04/27/2021. JOB No: 2106 Sheet Content HOUSE ELECTRICAL PLAN Sheet No �.I TYPE: GENERAL ELECTRIC NEW PANEL "A" VOLTAGE: 10, 1201240 VOLT (RESIDENCE) MAINS: LUG A,LC.S. 10,000 ENCLOSURE NEMA 1 LOCATION: SHOWN FED FROM: DESCRIPTION WIRE/ CONDUIT LOAD (VA) POLE TRIP CIR NO. A B CIR NO. POLE TRIP LOAD ) WIRE/ CONDUIT DESCRIPTION A/C UNIT #1 #6 5000 750 1 2 750 31 0 #6 COMPRESSOR UNIT #1 A/C UNIT #1 #6 5000 3 4 31 DO #6 COMPRESSOR UNIT #1 GFI BATH #12 1500 20 5 6 20 15 0 #12 GFI BATH GFI BATH #12 1500 20 7 8 20 15 0 #12 SMALL APPLIANCE *** *** G.L. MASTER #14 780 15 9 10 20 15 0 #12 SMALL APPLIANCE *** ** G.L. MASTER #14 1080 15 11 12 20 15 0 #12 SMALL APPLIANCE *** "** G.L. MASTER BATH #14 480 15 13 14 2 60 0 #6 RANGE* *** G.L. BED #2 #14 960 15 15 16 60 6 00 'a6 RANGE * *** G.L. BED #1 #14 1080 15 17 18 20 6 0 #12 WINE COOLER *** PORCH/GREAT ROOM #14 780 15 19 20 SPACE *** GREAT ROOM #14 900 15 21 22 20 1500 #12 KITCHEN HOOD I MICROWAVE *** G.L. DINING / KITCHEN #14 440 15 23 24 20 1500 #12 REFRIGERATOR ** *** G.L. BATH / CORRIDOR #14 660 15 25 26 20 1200 #12 DISHWASHER *' *"* EXTERIOR LIGHT #14 760 15 27 28 20 700 #12 GARBAGE DISPOSAL *** G.L. TERRACE #14 780 15 29 30 20 1 00 #12 SMALL APPLIANCE *** SPACE 31 32 SPACE 33 34 35 36 PHASE "A" = 23,480 VA PHASE "B" = 21,720 VA FEEDER: 3 - #3/0 THWN CU. IN 2" CONDUIT * DRYER & RANGE SHALL COMPLY WITH N.E.C. 250.140 (4 CONDUCTORS) * PROVIDE ARC FAULT CIRCUIT INTERRUPTER AND GFCI BREAKER PROTECTION. ** PROVIDE ARC FAULT CIRCUIT INTERRUPTER. TOTAL = 45,200 VA / 240 = 188.3 = 200 AMP, TYPE: GENE VOLTAGE: 10,120 MAINS: LUG L ELECTRIC NEW PANEL "B" ENCLOSURE: NEMA 1 240 VOLT (RESIDENCE) LOCATION: SHOWN A.LC.S. 10,000 FED FROM: DESCRIPTION WIRE/ CONDUIT LOAD (VA) POLE TRIP CIR No. A B CIR NO. POLE TRIP LOAD (VA) WIRE/ CONDUIT DESCRIPTION A/C UNIT #2 1 #8 3500 1 2 2 2100 #10 COMPRESSOR UNIT #2 A/C UNIT #2 #6 3500 XQ 3 4 30 2100 #10 COMPRESSOR UNIT#2 * DRYER #10 2500 2 5 6 20 1500 #12 WASHER ** * DRYER #10 2500 1730 7 8 20 600 #12 GARAGE MOTOR ** 40 *" REFRIGERATOF #12 1500 20 9 10 15 600 #14 G.L. GARAGE **" RECIR. PUMP HOT WATER #12 180 20 11 12 15 180 #14 GFI LAUNDRY WATER HEA ER #10 2250 2/1 13 14 15 420 #14 G.L. CORRIDOR/LAUNDRY*" WATER HEATER #10 2250 30 15 16 2 6000 1 #6 RANGE EXTERIOR *** LANDSCAPE LIGHTING #12 1000 20 17 18 50 6000 #6 RANGE EXTERIOR 40 *'* LANDSCAPE LIGHTING #12 1000 20 19 20 1500 #6 SUB PANEL "D" SPACE 21 22 V60 1500 #6 SUB PANEL"W 23 24 SPACE 25 26 27 28 29 30 31 32 33 34 35 36 PHASE "A" 20,770 VA PHASE "B" = 17,710 VA TOTAL = 38,480 VA / 240 = 160.33 = 200 AMP. FEEDER: 3 - #3/0 THWN CU. IN 2" CONDUIT * DRYER & RANGE SHALL COMPLY WITH N.E.C. 250.140 (4 CONDUCTORS) ** PROVIDE ARC FAULT CIRCUIT INTERRUPTER AND GFCI BREAKER PROTECTION. *" PROVIDE ARC FAULT CIRCUIT INTERRUPTER. TYPE: GENERAL ELECTRIC VOLTAGE: 10, 120/240 VOLT MAINS: 60 AMP A.I.C.S. 10,000 SUB PANEL "D" ENCLOSURE: NEMA 3R LOCATION: SHOWN FED FROM: DESCRIPTION WIRE/ CONDUIT LOAD (VA) POLE TRIP CIR NO. A B CIR NO. POLE TRIP LOAD (VA) WIRE/ CONDUIT DESCRIPTION WELL PUMP #12 750 2 1 2 151 #12 SPRINKLER PUMP WELL PUMP #12 750 20 3 4 X 750 #12 SPRINKLER PUMP SPACE 5 6 SPACE 7 8 9 10 11 12 13 14 15 16 PHASE "A" = 1,500 VA PHASE "B" = 1,500 VA FEEDER: 3 - #1/0 THWN CU. IN 2" CONDUIT * DRYER & RANGE SHALL COMPLY WITH N.E.C. 250.140 (4 CONDUCTORS) ** PROVIDE ARC FAULT CIRCUIT INTERRUPTER AND GFCI BREAKER PROTECTION. ** PROVIDE ARC FAULT CIRCUIT INTERRUPTER. TOTAL = 3,000 VA / 240 = 12.5 = 60 AMP. (1.) - ELECTRICAL METER NEMA 3R, 300 AMP, 1"0, 120/24OV. (2.) - ELECTRICAL SERVICE, 300 AMP. wl 3 #350 MCM THWN CU IN 2-1/2" UNDERGROUND. (3.) - METAL GUTTER 3R 6"4"xW" (4.) - MAIN DISCONNECT NEMA 3R, 200 AMPS. 1"0120/240 VOLTS, 10,000 AICS SUITABLE FOR SERVICE DISCONNECT. (5.) - MAIN DISCONNECT NEMA 3R, 200 AMPS. VO 120/240 VOLTS, 10,000 AICS SUITABLE FOR SERVICE DISCONNECT. (6.) - MAIN DISCONNECT NEMA 3R, 200 AMPS. V(p 120/240 VOLTS. 10,000 AICS SUITABLE FOR SERVICE DISCONNECT. (7.) - 34 350 THWN CU IN 2" CONDUIT. (8.) - COLD WATER PIPE (C.W.P.) (9.) - 142 AWG C.U. (10.) - 2-5/8"dia. x 10' GROUND ROD MECHANICALLY PROTECTED. (11.) - REINFORCING STEEL ROD IN FOOTING. (12.) - ELECTRICAL PANEL "A", 200 AMP. NEMA 1, 10,000 AICS, V(p 120/240 VOLTS, w/ 36 SPACES. (13.) - ELECTRICAL PANEL "B", 200 AMP. NEMA 1, 10,000 AICS, 1" 0 120/240 VOLTS, w/ 36 SPACES. (14.) - ELECTRICAL PANEL "C", 200 AMP. NEMA 1, 10,000 AICS, Vo 120/240 VOLTS, w/ 24 SPACES WITH MAIN BRAKER, 200 AMP. (15.) - 3- #3/0 THWN. CU, IN 2" CONDUIT. (16.) - 3- #3/0 THWN: CU. IN 2" CONDUIT. (17.) - 3- #3/0 THWN: CU. IN 2" CONDUIT. (18.) - 1- #4 AWG CU. (19.) - INTERSYSTEM BONDING. (20.) - 1- #6 AWG CU. (21.) - 3- #6 THWN. CU. IN 2" CONDUIT. (22.) - ELECTRICAL SUB -PANEL "D" NEMA 3R, 10,000 AICS, Vj> 120/240 VOLTS w/ 16 SPACES WITH MAIN 60 AMP. BREAKER. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113Streat Miami, Florida 33196 t: 305 401.2051 SEAL: *`ppnu�u°)n�q p0 VO 2 "Ll w_ ��_: Jean S. Ordonez, P.E. �ISTRUCTURAL ENGINEER FL. LIC. # 43380 r U Uj O00 q/ 6L 00 -a CID M Lj a p � U LL C LL o Z 3 .v LLJ F— ci ® W o " °L C° o LLB a. ►A REVISIONS No. I Description Date DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 Sheet Content ELECTRICAL PANELS AND RISER trt 1. ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2020 ALL WINDOWS IN EXTERIOR WALLS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, 2020 EDITION, "MEANS OF EGRESS" CHAPTER, & "GLASS & GLAZING" CHAPTER. A. SECTION 1005.1 "EMERGENCY ESCAPE & RESCUE C PENINGS" B. SECTION 2404 "WIND & DEAD LOADS ON GLASS." 2. ALL EXTERIOR WINDOW SHALL MEET CODE REQUIREMENT F R SECURITY AND FORCE ENTRY. 3. MEANS OF EGRESS: ANY BEDROOM WINDOW SHALL BE OPEF ABLE FROM INSIDE WITH A CLEAR OPENING NO LESS 20" WIDTH AND 24" IN HEIGHT. THE BOTTOM OF WINDOW OPENING SHALL BE NOT LESS THAN 44" ABOVE THE FLOOR (24.2.2.2 NFPA 101) 4. WINDOW OPENING SHOWN ON SCHEDULE MUST BE VERIFIED WITH WINDOW MANUFACTURER. 5.. PROVIDE SHOP DRAWINGS AND FL. PRODUCTS APPROVALS OR ALL EXTERIOR WINDOWS 6. CONTRACTOR TO PROVIDE WEATHER STRIPING AT ALL WINDOWS. CAULK ALL JOINTS AROUND NEW WINDOWS. 7. WINDOWS AND DOORS SIZE MAY VARY DUE TO DIFFERENT M NUFACTURERS AND THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE OPENING SIZE WITH I HE SELECTED MANUFACTURER AND PRODUCT CONTROL APPROVAL. 1. ALL EXTERIOR DOORS SHALL COMPLY WITH THE FLORIDA B ILDING CODE 2020, CHAPTER 10 "MEANS OF EGRESS" &CHAPTER 24 "GLASS & GLAZING" 2. ALL EXTERIOR GLASS DOOR TO BE SAFETY GLASS CATEGOR f IC 3. CONTRACTOR TO PROVIDE WEATHER STRIPING AT ALL EXTE 1IOR DOORS #6 CAULK AROUND ALL DOORS FRAMES (INTERIOR AND EXTERIOR) 4. ALL EXTERIOR DOORS SHALLMEET CODE REQUIREMENTS FC R SECURITY AND FORCE ENTRY. 5. SAFETY NOTES CLOSET AND BATHROOM DOORS: EVERY CLOSET DOOR LOCK SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. (24.2.4.4 NFPA 101) EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PER IT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY (24.2.4.5 NFPA 101) FINISH'S0HECULE ROOM NAME FLOOR BASE WALLS CEILING LIVING ROOM TILE WOOD DRYWALL DRYWALL KITCHEN TILE WOOD DRYWALL DRYWALL BEDROOM TILE WOOD DRYWALL DRYWALL BATHROOM TILE TILE DRYWALL DRYWALL CLOSET TILE WOOD DRYWALL DRYWALL GARAGE CONCRETE CMU/PLASTER DRYWALL ON E 1. FINISHES SHOWN ON SCHEDULE ARE FOR DESIGN PURPOS S. G.C. MUST CO-ORD. WITH OWNER ON FINISHES SELECTION. 2. THE CONTRACTOR SHALL PAINT ALL INTERIOR UNFINISHED URFACE. 3. REMOVE PAINT SPOTS, OIL STAIN UPON ADJACENT SURFAC SNOT REQUIRING PAINTING OR DIFFERENT COLOR, AND LEAVE ENTIRE JOB CLEAN. (CALK ALL JOINTS). WT-1 NEW 8"CMUWAL WT-2 C� NEWCPARTITIO WALL. Fil 1-95 GROUTED FILED CELL @ 40" O.C. No. TYPE 1 HOLLOW CORE DOOR- 2 FULL LOUVERED DOOR 4 METAL GARAGE DOOR 6 EXTERIOR METAL DOOR 7 WOOD DOOR }' I No. TYPE A ROLLING WINDOW B IROLLINGWINDOW WIDTH I HEIGHT I THCK. I THRD. ,.' m-�I_ WIDHT HEIGHT 531/8 63" 53 1/8" 50 5/8" REMARKS nnni.r o�o,ornr.�r IY� U FACTOR 100 C 1 SHGC 0,46 REMARKS GAD3 2 43'-6„ 27,_0„ 164„ 4' 0„ AIC 6 0„ COMPRESSOR 6„ 14'-0" „ 3 -0„ 6 -0„ 6„ 16-0„ 6" ....... -_. __._ F 3,,0,___ WT-1 WT-1 6 1177771 4„ //, ACCESS ATTIC OS 22"x30" Ell CLOSET 0 WT-2 I/ 21 BEDROOM "'--- i 4 _ � —A/C UNIT 16"3611 a O BATH WT-1 ACCESS ATTIC 2742" n - HEADROOM 32" o � M CO 6" -- GARAGE WT-2 WT-2 , UL F.F. ELEVATION = 0'-0" (+28.63' N.A.U.) a LIVING Zh KITCHEN 4 ROOM AREA N \ tV O Ln I � WT1 a 0 WT;F -ry VVT-1 f i i �a t 6 2" A O i SO EQ1-41 I 64„ 5-0 6-0„ 6,_0„ 6„ 1 ;' 1 ----�------------ 4„ 4" CONCRETE DRIVEWAY w/ WM 6x6 - W1.4 x W1.4 ON WELL COMPACTED SOIL 6' 4" 101- 011 6,,611 12'-0"' i 1 G.A03 1 IaUCJ', I t j3% 4' I. Description Date 1 Bldg. Dept. Comments 07.19.21 J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 j I SEAL: Zv0. '(] 2 6. 2s I O LLI. LW J Q' 3r an B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE! Uj CIO D MV 0 CO �A �'A LQL c LLLL U) 3 N ca Uj °z v� W Q" LL ( O 0. ULI Z Sheet Content FLOOR PLAN GUEST HOUSE Sheet No.GmA02 DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker scA E: AS SHOWN DATE: 04l27/2021 JOB No: 2106 TOP OF TIE BEAM 10' -- 3" F.F. LEVEL-- 01 _ 01, TB -- METAL ROOF z 12"` i I� i a 12" c I'i 12" 12 it s Ij ' P1 t,- y {Y ^ I N k Ic i �I I 1 A 6 i' e i 34 :t 5 I r. I I I L J LJ ---I L J k y - I TB ' 2-#5- B-1 � B-2 TB 1 OCKD Am 11.62' i I +39.72 PSI q A = 26.67' jst �3.12 PSI b' _ +37.551 PSI 31j A =11.62' +39.72 PSI M 4-312 I 3 PSI A 24.00' +37.82 PSI .. PSI —. 43'-8" 1 NORTH ELEVATION G.A03 1/4" = 1'-0" METAL METAL ROOF ROOF I I 12. h 1T IF -TOP OF TIE BEAM - --__. -- — -- - —— 245 - - - - -- _ m, ---- 245 7- 2' 0' 2'-0" TB B-1 iMETAL LO WER O • 15"x10" FOR INTAKE OL—TB AND OUTLET AIR FOR COLUMN - + A=11.62' - • GARAGE VENTILATION A=11.62' • 1� +39.72 1 PSIF, (SEECARCULATION +39.72 PSI IEc 43.12 PSI AT SHEETGA07) 43.12 PSI I' Pic COMPRESSOR METAL ROOF E u Ii g 4 12" I I a ii ; t 4 u 12, 8" L__ �� r I III � �I i ii � li E i i ; i a t � e I a ; I�� I �1 i� fil I ;� t I� I� G ��� :I :� o : i111 245 ------------------------ ----- _ ------------------------ 2'-0" Lt- B x8 CONC. LINTEL € -- TB 2'-0" 6 i € A - 21.33' +38.13 PSI t -49.75 T PSI AIC } COMPRESSOR w € _TOP OF TIE BEAM 10'-3" - - - - - F.F. LEVEL L1 2 SOUT G.A03 1/4 = 1'-0" 0 -0 F' O.C. 8" VARIES 8" 245 CONT, WINDOW OPENING WINDOW OPENING DETAIL JJ CONCRETE CAP BEAM 8"x8" wl2-#5 CONT. - TOP OF TIE BEA_ M �, -r— 245 r--- - -- -r- 245 r------ 10'- 2 0:: TB L J TB J 2:0:: 2:-0" TB B-1 — I • O • O -' A=11.62 • OASV2— COLUMN A1+39.72 -11PSIA!C4.12 _ COMPRESSOR - - - - - - - - 1-- -- F.F. LEVEL , _ 0 0 V 25'-8" 3 03 WEST _ELEVATION --- - - -_.. - 4 EAST G.A1/4" = 1'-0" G.A03 1/4" = 1'-0" 6'-0" J.B.O Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401.2051 Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: W N OT J i N M LL c LLi LL c Cl) tO N .0 W o W `m UJ 0 Z o� U. o ROO 0- W Z REVISIONS, No Desc ption Date 1 Bldg. Dept Comments 07.19.21 DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 Sheet Content ELEVATIONS GUEST HOUSE Sheet No. GmA03 - 4a-8" t 711 .1..,. c' E it i CO ■ ■ j ■ I xt xx xx ZM A M N ° ° CROSS BRACING ■ ( P.) CROSS BRACING 2"x4"P R IANETLATERAL BRACING ®®. AT BO OM CHORD OF WOOD TRUSS -- _-�- — — _ yIII TB p i A „o'• I `�` ( MAX. 1D') E A f N G.A05 � I G.A05 (V - I_ CONCRETE PAD AIC 8" 16'-0" ra. Y TE - - -- 'H. w 7.0 7'-0" . . " (GIRDER) N 12" RIDGE C 12 (GIRDER) w/ L 1.4 x 14 ON 6 MIL VAPOR BARRIER �. ON WELL COMPACTED SOIL ■ 1 #5 GROUTED FILLED J1 Y y aQ ap q I " /� - ;7 5 ti 5' N N N N 100 (TYP.)Ve... OD CELL 40' O.C, �x TO i G Aos i u 0=E—. 0'-0"� a, L h� G 1 D.j y LL a a 1 #5 GROUTED FILLED in 1 4 0 2" x 4" P RMANET LATERAL BRACING DI D ` AT BOTTOM CHORD OF WOOD TRUSS �. �' CELL @ 40" O.C. I ,, G.A05 i (TYP.) I G.A05 (:MAX. 10' r' TB cl; N � B M � Fi r N � o tOcli- 145 GROUTED FILLED n n u u u u CELL @ 40" O.C. WF 18 0 I ' .._ e - 11- , r .ait /GT\-2 _ I aW; W f O TB A 13-2 4" CONCRETE SLAB w1WM 6x6- A n I w11.4x1.4ON6MIL VAPOR BARRIER ON WELL COMPACTED SOIL B-1 ,.. : I o DRIVEWAY. i } r I A B-1 8'-4" 10' 0' i 264 L20-8" V '" $ 2'_0 1 E1 7 G.A05 2'4" 8'4" 10-V 25'�„ B G:A05 I ' 1 GUEST HOUSE Ro6F FRAMING 2 GUEST HOUSE FOUNDATION PLAN G.AN 1/4" = V-0" G.AO4- 1/4"= 1'-0°NZ FACTORS., FORMULAS: FOR M.W.F.R.Sw FOR C.BC. & A > 100 S.F" ZONE 1: ZONE 2: ZONE 3 wr N N LOAD PROVISIO S N ASCE7-1a EXPOSURE "C' RISK CATEGORY: it ENCLOSED DESIGN LOADS: ASD Yfx = OA2 8. 22.62 h = 11.00 ft $q = 44.00 It K: = 0.86 Kxr = 1.00 Ka = 0.85 Vult = 175DO mph q � 34.21 psf N = 15.58 ft a = 3.00 ft GCp, = *OL 18 p1= qi (G"Cp - GCpj) G = 0.85 Cp = •10.9 Ipo = -32.33 psf GCp = -0.9 pt = -36.95 psf' GCp'= -1.2 P2= -47,22 psf` GCp= -1;2 P3= -47.22 psf OVERHANG= %(O.BS) 0.8) = 23.27 psf ROOF DESIGN LOADS: DEAD LOAD - 25DO psf LIVE LOAD = 30:00 psf FOR M.W.F.R.S.: WIND LOAD = -32.33 psf NET UPLIFT ft -22.33 DO OVERHANG = 23.27 psf FOR C.&C.: ZONE 1: 101'= -3, psf ZONES 2 and 3: p2 � pa = -47.22 psf * SEE STRUCTURAL NOTES AT SHEET H.AO8 { 1 3 I ELEV. REINFORCEMENT No. DIMENSION T.O.B. STIRRUPS REMARKS TOP INTER. 60TTOM TB 10'4" 8" x 12" 245 245 #3 SEE TIE BEAM NOTES B-1 10'-311 8" x 16' 245 245 #3 @ 6S' B-2 10'-3" 8" x 36" 246 2-#6 #3 @ 12 3{'t� jR{rf00"I q 4;�l�til�Itt'I ttt}II{ �P,1({tt� {S}iji I`I{ Ilt 0 i.v i }S 3 I{'9 a{ L } Pi a?.t{ij 4� I t{„ {� t L , :1L". �� ! alh u .-I 1 .Id.: v .... ..I iq" ..' }:R ",'.: 11F 3? iLr}fi CONCRETE TIE BEAM 8"x12" Wl445AND 4-TIES#3AT12"CICATCORNERS AND ATEACH BEND AND 48"C/C ELSEWHERE, CONTINUITY OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDE AT CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30" OR BY EXTEND 30" EACH WAY FROM THE CORNER. 345 GROUTED FILLED CELL (TYP. EACH CORNER) 145 G1 OUTED FILLED CELL 40" O.C. (TYP.) J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: „�e �uunbq„� .�`'�EZ*•.. LL U : LU ~ U7 : ; �--.,,tee �..r.:: •���. I O Juan B. Ordonez, P.E. .STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: O J v m 0 M LL 0 LL C0 � ° W 0 W U J Z w � CD o� �7 7 LL (° o 0- n i Date 07.19.21 DESIGNED BY: Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 Sheet Content GUEST HOUSE ROOF & FOUNDATION PLAN �' YJ SECTION A - B & C LEGEND (1.) - CONCRETE FOOTING WF-18 (SEE FOOTING SCHEDULE, SHEET G.A04) (2.) - RIGID INSULATION, OPEN CELL, R-30. (3.) - 4" CONCRETE SLAB w/ WM 6"x6" w1 A x W1.4 ON 6 MIL VAPOR BARRIER ON WELL COMPACTED SOIL. (4.) - CERAMIC FLOOR TILE. (5.) - WOOD BASE. (6.) - DOWELS #5 @ 40" O.C. (7.) - 1" x 4" PT. WOOD INTERMEDIATE SUPPORT. (8.) - 1/2" DRYWALL IN 1" x 2" PT. WOOD @ 24" O.C. w/R-5 INSULATION. (9.) - 1" x 4" PT. WOOD FIRESTOP. (10.) - 1/2" DRYWALL ON 1" x 3" WOOD @ 16" O.C. (11.) - GROUTED FILLED CELL w/145 VERTICAL @ 40" O.C. (12.) - 8" CONCRETE BLOCK WALL w/ HORIZONTAL REINFORCING SHALL BE No.9 GAGE LADDER TYPE SHALL BE PLACED EVERY OTHER COURSE. (13.) - CONCRETE TIE BEAM (TB) SEE BEAM SCHEDULE ON SHEET G.A04. (14.) - TRUSS ANCHOR. (SEE TRUSS ANCHOR LEGEND ON SHEET G.AO4) e[P OFT l3" F.F. LEVE 0'-0" It 5.) - WOOD TRUSS @ 24" O.C. (16.) - ROOF DECKING (SEE ROOF DECKING NOTES ON SHEET G.A04) (17.) - SHINGLE ROOF ( SEE SHINGLE NOTES ON SHEET H.A10 ) (18.) - GRADE. (19.) - 3" GALV. METAL DRIP, 25 GA. ON 1"x2" PT. WOOD BLOCKING AND 2"x8" WOD FASCIA FASTENED w/ 2-10d NAILS TO EACH TRUSS. (20.) - 5/8" EXTERIOR PLYWOOD TYPE "CDX" FASTENED w/10d NAILS @ 6" O.C. w/ METAL LATH AND STUCCO) (21.) - WELL COMPACTED SOIL. (22.) - 5/8" SMOOTH STUCCO, TWO COATS. (23.) - CONCRETE THICKNESS "TE" (SEE FOOTING SCHEDULE ON SHEET G.A04) (24.) - CONCRETE FOOTING #1 (SEE FOOTING SCHEDULE ON SHEET G.A04) (25.) - CONCRETE COLUMN #1 (SEE COLUMN SCHEDULE ON SHEET G.A04) (26.) - CONCRETE BEAM "B-1" (SEE BEAM SCHEDULE ON SHEET G.A04) (27.) - 1" x 6" TONGUE AND GROVE. (28.) - PLASTER FINISH. (29.) - 5/8" DRYWALL TYPE "X" ON 1" x 3" WOOD @ 16" O.C. TOP OF 10'-3" yF.F. LEVEL__ 0'-0" SECT 3/4" = 1'-0" 1►"_" INTERIOR 4 SECTION "E" __ G.A05 3/4" = 1'-01, rhTOOP C * 10'-3„ [A F.F. LE � 0'-0" 5tLil G.A05 3/4" = 1'-0" F.F. LEVEL -- 17 16 15 2 14 13 14 10 9�`- INTERIOR �8 70 28 12 GARAGE L11 5 G.A05 3/4" = 1'-0" I 11r%II TOP OF TIE BEAM L� 10' -3" V J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: •,•aauuuniggq, , *_ QO EZ b�, d2� �. 2 uj i O '•. v: PK 3uan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: 'W'^ V/ r O m� Q � J LL c ILL. 3 .Q) oZ U� LU C)C)U) f^ V LL O 11 W Z REVISIONS No. I Description Date Sheet Content GUEST HOUSE STRUCTURAL SECTIONS FILE COPY Sheet No. GmA05 DESIGNED BY : Designer DRAWN BY: Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106 DRY WELL (POINT OF DISHARGE FOR P&T RELIEF LINE) 43'-8„ 11 it i I � w s= vz 3/4" o H.W. C.W. . --=� LOSET z -- - I 314' 117' H.W. a r- C.W. (DOWN) 34"C1 .W. DM DOWN BEDROOM P6 314"dia. SHUT-OFF VALVE. f' L ' o TANKLESS WATER HEATER. MODEL N-100,10.8KW; P2 P1 P3 i I r MANUF. TANLESSUSA OR 1/2" H.W , EQUAL. BATH i 14 l . 112" P&T RELIEF VALVE 3/4" C W. - 1/7 (DOWN) H.W. GARAGE 112 I C.W. ILIP5-111'111111� LIVING KITCHEN III ROOM ARE1/2'dia. H.W. i (ATTIC) ai 314" C.W. 4 'j (ATTIC) III_ —3/4" —3/4" C.W, I ' C.W.; P4�1 (UP) 4 314" ia. HOSE BIBB 112"dia. H.W. wNA UUM BRAKER (DOWN) 1l2"dia C.W. � NEW 314"dia. SHUT-OFF VALVE (8"ABOVE GRADE) NEW 314" WATER LINE I (SEE SITE PLAN FOR CONT.) r-LUIvIUIIMv 1Yv I w 1. THE CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECKAND VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS BEFORE COMMENCING THE WORK. IN CASE OF ANY DISCREPANCY THE ARCHJENGINEER MUST BE NOTIFIED IN WRITTING BEFORE PRECEEDING WITH THE WORK. 2. THE CONTRACTORS SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OFACOMPLETE PLUMING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE (2020 EDITION) AND ALL OTHER APPLICABLE STATE, COUNTYAND LOCAL CODES AND ORDENACES 3. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. 4. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF A GOOD QUALITY OF RESPECTIVE KIND AND GRADE, AND MUST BE FURNISHED SO AS TO THE PREVENTANY DELAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. 5, CONTRACTOR SHALL VISIT THE SITE AND RENEWALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND/OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK. 6. ALL UNDERGROUND SANITARY & STORM DRAINAGE PIPING AND FITTING SHALL BE PVC (ASTM-D2665, F891, F1488 & CSA-B181.2) 7. ALLABOVE GROUND SANITARY & STORM DRAINAGE, BRANCH&VENT, PIPES AND FIITTINGS SHALL BE PVC (ASTM-D2665, F891, F1488 & CSA-B181.2) 8. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE" K, WK, L, WL, M OR WM " (ASTM B-306). ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE" K, WK, L, WL, M OR WM" (ASTM B75, B88, B251 & B447) OR CPVC (ASTM D2846, F441, F442 & CSA-8137.6) 9. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE " K, WK, L, WL, M OR WM " (ASTM B-75, 888, B251, 8447) 10. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P&TVALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE, PROVIDE SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY, PROVIDE DIELECTRIC COUPLING AS REQUIRED, FOR ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER. PROVIDE AIR CHAMBERS TO EACH FIXTURE AS REQUIRED. 11. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVER AS REQUIRED) AT THE BASE OF ALL WASTE AND/OR VENT STACKS, PROVIDE PITCH PANS AND LEADS FLASHING FOR ALL SANITARY SYSTEM VENTS. i I -A NO TEMPERED WATER SHALL BE SUPPLIED THROUGH A WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 AND SHALL LIMIT THE TEMPERED WATER TO MAXIMUM 110 FAHRENHEIT. MAX. FLOW BATESAND CONSUAPT1014-150"R'PLIINIf N FIXTURES, FIn FITTING AND APPLIANCES. F S C 2020 TABLE 504 4 PLUMBING FIXTURE OR MAX. FLOW FIXTURE FITTING RATE CLOSET 1.6 GALiI PER FLUSHING CYCLE WATER LAVATORY FAUCET 2. GP AT 60 P.S.I. SHOWER HEAD 2. GP AT 80 P.S.I. �IYD LAG _ fi _.—..._.— COLD WATER (C.W.) -------- - - - - -- HII TWATER (H.W.) RE IEF LINE ®_SE SYMBOL FIXTURE TYPE FIXTURE DRAIN WATER DESCRIPTION UNIT COLD HOT P1 WATER CLOSET 4 3" 1/2" P2 LAVATORY 1 11/2" 1/2" 1/2" P3 SHOWER 2 2" 1/2" 1/2" * SEE NOTE 1 P4 SINK 2 11/2" 1/2" 1/2" PS REFRIGERATOR - - 1/2" - * SEE NOTE 2 Pg WASHER 2 2" 1/2" 1/2" * SEE NOTE 2 NOTES: 1. PROVIDE ANTISCALD VALVE. 2. PROVIDE WATER HAMMER ARRESTOR. 3. PIPE 2" DIA. OR LESS AT 114" F.T. SLOPE AND 3" DIA. OR MORE AT 1/8" F.T. SLOPE. rANKLFSSW SCR23/4" IV A'ER A�77 00EAtERMFL OFFCALVE 314"C:W WArERC NOr 1/2"Pg78EUEF F CINFP/plc 0 r` `1N/SH FLOOR o a � o NO WAY UT (11 FU) 3" (11 FU) SLOPE 11T F.T. SITE PLAN FOR CONT.) `f ar RFUFp V4L VF WAryOr FRL/NF TANK LESS WATER HEATER MOUNTING DETAIL N.T.S. j I J.B.O. Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t 305 401-2051 SEAL: ,NH�p11u111ry�I,,,� Q� vjl.• �LL O 6 ?J 0 0. Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: R 00 Cr) T i J 0 M L c LL Cl)C Ii 0 F— U -j W n V C) CD LL O 0- A No. I Description Date DESIGNED BY : Designer DRAWN BY: :Author CHECKED BY: Checker SCALE: AS SHOWN DATE: 04/27/2021 JOB No: 2106' Sheet Content PLUMBING PLAN FILE COPY Sheet No TRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS, CHECK AND VERIFY ALL DIMENSIONS, 7EA DRYER EXHAUST NOTE: S AND ANY OTHER EXISTING CONDITION BEFORE COMMENCING THE WORK. IN CASE OF ANY METAL DUCT 4" dia., G LV. 26GA MIN. WITH WALL CAP MODEL 642 MANUF." BROAN" BUILD -IN -DAMPER NOT CY THE ENGINEER ORARCITECTMUST BE NOTIFIED IN WRITTING BEFORE PROCEEDING WITH INSECTSCREEN, MOU TINE ON 8"CBS WALL AND FASTENER WITH 4 TAPCON SCREWS 114"xTEMB. IN 2: THE CONTRACTORS SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR ACOMPLETE H.V.A.C. CONCRETE. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FRC 2020 7th EDITION AND THE LATEST EDITIONS EXHAUST FA 1: OF THE FOLLOWING PUBLICATIONS. (A) ANS B9.1 MECHANICAL REFRIGERATION (B) NFPA PAMPHLETS 90A AND 91(C) SMACNA (D) ASHRAE EXHAUST FAN MANUF "BROAN" MODEL 670,50 CFM WITH METAL DUCT 4" DIA., GALV, 30 GA. MIN. WITH 3: ALL AIR CONDITIONS DUCTWORK SHALL BE 1 1/2" STANDARD DUTY FOIL REINFORCEMENT FIBERGLASS ROOF CAP MODEL 634 MANUF. "BROAN" BUILT-IN DAMPER AND BIRD SCREEN, CORROSION RESISTANT, NTH MANUFACTURED LOGO PRINTED ON THE VAPOR BARRIER. MOUNTING 8" ABOVE I tOOF 4: ALL EXHAUST DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL. 5.- DUCT SIZE SHOWN ARE NET FREE AREA. NOTES: 6: ALL AIR DEVICES (DIFUSERS, REGISTERS AND GRILLES) SHALL BE ALUMINUN CONSTRUCTION, WITH REFRIGARANT CIRCUI IS ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED LOCKING -TYPE TAMPER EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR, OR AIRGUIDE, OR RESISTANT CAP OR SI ALL BE OTHERWISE SECURED TO PREVENT UNAUTHORIZED ACCESS UNLESS THE APPROVED EQUAL. PORT ARE LOCATED INSIDE THE CONDENSING UNIT CABINET F.B.C.-R-M-1411.8 7 -PROVIDE OPPOSED BLADER DAMPERS AT ALL DIFFUSERS AND REGISTERS. 8.- PROVIDE TURNING VANES AND EXTRACTOR, ALL ELBOWS AND TAKE OFF, REFRIGERANT SUCTION LINE SHALL BE INSULATED WITH INSULATION HAVING A THERMAL RESISTIVITY OF 9, THERMOSTATS PROGRAMABLE SHALL BE COMBINATION OF COOLINGMEATING WITH SYSTEM AT LEAST R-4 AND EX1 ERNAL PERMANENCE NOTE EXCEEDING 0,05 PERM WHEN TESTED IN ACCORDANCE COOLIAUTOIHEAT/OFF AND ONIAUTO SELECTOR SWITCHES. WITH ASTM X96 F.B.0 R-M•1411.6 10: REFRIGERANT PIPING SHALL BE COPPER TYPE "L" 3/4" ARMAFLEX INSULATION SHALL BE PROVIDED FOR SUCTION LINES, CONDESING UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUF. INSTRUCTIONS AND THE 11: PROVIDE NEW FILTERS FOR FAN COIL BEFORE STARTING. THESE FILTERS MUSTALSO BE REPLACED REQUIREMENTS OFT E F.B.0-R-M140U & F.B.C:1620 PRIOR TO FINAL ACCEPTANCE BY OWNER, 12.- BATHROOM EXHAUST DUCTS SHALL TERMINATE, NOT LESS THAN 8" ABOVE FINISH ROOF SURFACE, THE TOTAL WIDTH OF THE SPACE ENCLOSING THE AIR HANDLER UNIT SHALL BE AT LEAST 12" WIDER THAN AND SHALL NOT BE SCREENED WITH A CORROSION RESISTANT MATERIAL. A MESH SIZE NO LARGER THAN THE AIR HANDLER F.B C-R-M1305.11 112". 13: CLOTHES DRIER EXHAUST DUCT SHALL BE CONSTRUCTED OF A MIN. 26 GA SHEET METAL JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED WITH METAL. SCREWS OR OTHER FASTENERS WHICH WOULD EXTEND INTO THE DUCT. 14.- DRIER EXHAUST TO BE 26 MAX., AND NO INSECT SCREEN MUST BE USED. DUCTS SUPPORTS ARE SPECIFIED IN THE SMACNA MANUAL "HVAC DUCT CONSTRUCTION STANDARDS." AS A SUPLEMENT, THESE GUIDELINES FOR LOCATION OF HANGERS ARE RECOMMENDED: 1- INSTALL HANGERS AT RIGTH ANGLES TO CENTER LINE OF DUCTS. STRAP HANGERS SHOULD BE INSTALLED IN PAIRS ON EXACT OPPOSITE SIDES OF DUCT, 2.- HANGERS ARE INSTALLED ADJACENT TO TRANSVERSE JOINTS OF DUCT WHENEVER SPECIFIED SPACING INTERVALS OF HANGERS MATCH LENGTHS OF DUCTS SECTION. BASE THE SPACING OF HANGERS ON EITHER THE DUCT' CROSS -SECTIONAL AREA" OR "HALF -PERIMETER" (SMACNA) METHOD. HANGER INTERVALS DERIVED FROM THESE METHODS ARE USUALLY COMBINATIONS OF 4, 6, AND 8 Ft OR 5 AND 10 Ft. 3: JOINTS OF NESTED FITTINGS, AS SPLITS IN MAIN DUCTAND JOINTS OF DIRECT BRANCH TAPS INTO SIDE OF MAIN DUCTS, ARE CONSIDERED WEAK JOINTS IN A DUCT SYSTEM AND REQUIRE EXTRA HANGERS. 4: AT HORIZONTAL CHANGES IN DUCT DIRECTION, GREATER THAN 20', ONE OR MORE SETS OF HANGERS (LOCATED SYMMETRICALLY AT THE CENTER OF THE ELBOW) ARE NECESSARY TO PREVENT OVERSTRESSING OF ORDINARILY SPACED HANGERS, 5: LOCATE HANGERS AT BOTH ELBOWS OF LONGVERTICAL OFFSETS CLOSE TO THE CENTERLINE OF VERTICAL DUCT. SHORT OFFSETS NEED HANGERS AT BOTTOM ELBOWS. 6: DUCT RISERS REQUIRE SUPPORTAT EACH FLOOR. RISERS PASSING THROUGH BUILDING STORIES MORE THAN 15 Ft HIGH SHOULD BE PROVIDED WITH EQUALLY SPACED INTERMEDIATE SUPPORTS. VERTICAL SPACE BETWEEN INTERMEDIATE SUPPORTS SHOULD NOT EXCEED 12 Ft. 7 - SUPPLEMENTARY HANGERS SHOULD BE PROVIDED FOR MEDIUM OR HEAVYWEIGHT EQUIPMENT INSTALLED INSIDE DUCTWORK N �raQ, ear METAL ctlart3.r�a '. � r 0AIN5 �I-.aas ¢.�MTiG um MABTRG C„J ® AIR SUPPLY AIR RETURN THERMOSTAT PRAGRAMMABLE MAIN DUCT INSULATION R-6 U �J FLEXIBLE DUCT INSULATION R-6 EXHAUSTFAN • P41De 6.Ys` SPi�"r METAL +Y�`-�aw`__ scarreua a• nwax.ty� -- MihL due GLAft ?2 Ct444 *RM7 t`6TAL I"KPSa• 4WAMIEL rA^sTEN$a METAL PI-4WU: SHEET METTAL AND EQUIPMENT CONNECTION DETAIL FILTER RETURN DUCT STEEL SUPPORT AIR HANDLER UNIT 1„ = 1,_0" ;ANT (ITCH OVERFLOW ON. (F.B:C. R-M-1411: AIN tAP NEOPRENE ;AL ISOLATOR DUCT SMOKE DETECTOR FIRE DAMPER(S) W SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL- q,t COMPRESSOR RP1518CJ1 NA AIR HANDLER UNIT RH1T-2417STANJA TOTAL CAPACITY 17,700 BTU/HR NET SENSIBLE 14,400 BTU/HR NET LATENTE 3,300 BTU/HR CFM 650 SEER 16.0 SUCTION & LIQUIDLINE 3/4" - 3/8" HEATING' 15,700 BTU/HR I II111111--1111 CONDENSATE DRY LINE GRADE LEVEL Il�li 10" CIA, CONC. OR CLAY °c� PIPE WITHOUT COVER R4p b FILLED WITH 3/4" ROCK CONDENSATE DRAIN DRY WELL N.T.S ROOF FINISH. SEE SECTION ROOF CAP FOR MORE INFORMATION GALV. METAL FLASHING y-_ /_ WOOD TRUSS 4 NA4LS 1/4"x1.5" FLEX DUCT. 4" -- -- - --- A.F. +10_3 II INSULATION — SCREEN DRYWALL CEILING EXHAUST FAN MANUF. "BROAN" MODEL 670, 50 CFM WITH METAL DUCT 4" DIA., GALV. 30 GA. MIN. WITH ROOF CAP MODEL 634 MANUF. "BROAN" BUILT-IN DAMPER AND BIRD SCREEN, CORROSION RESISTANT, MOUNTING 8" ABOVE ROOF. EXHAUST FAN ROOF DETAIL 1/4" = 1'-0" CLIP CLIP, 43'-B" GUEST HOUSE MECHANICAL PLAN G.A07 1/4" = 1'-01, N NOTE: INSTALLATION OF PIPING TO CLEAR FILTER PULL OUT AREA & SERVICE REMOVABLE PANELS. CONDENSATE DRAIN LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) INSULATED FLEX. DUCT PERFORATED VENT CAP 12" MIN. ABOVE TOP OF CD PAN UNION C.O. PLUG A/C UNIT DRAIN CONNECTION. METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY. DIFFUSER1% SEAL JOINT WITH DUCT SEALER &TAPE FLEXIBLE DUCT CONNECTION DTL. 1„ 1,_O,r rION I rc, 4t -urn i iL_H i IUIN WALCU`LATION REQ.100 CFM VENTILATION PER CAR (2 CAR GARAGE REQ. 200 CFM VENTILATION) PROVIDE METAL LOUVERS GRILLE 1*1VON SQ.IIN. c (1610") 150 SCAN. x 75%=112 SQ./IN FREE AREA FOR METAL LOUVERS. 112 SCAN = 224 CFM PROV. INTAKE AIR & OUTLET AIR REQ. 200 CFM < PROV. 224 CFM (019 MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING sb„ '�XiyUM 1-112" BAND CLAMP NOTE: DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING FLEXIBLE DUCT SUPPORT DTL 1 1/2" = 1'-01. MAX. SAG 1/2" PER FOOT OF SUPPORT SPACING 1-1/2" BAND CLAMP ® R9 A Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: -_0.�� 0 Uj a k F O � Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: W ti J 00 rn N M Q � J LL Lu C LL .V W 3 �Z M UJ ''^^ M U) 0 V LL O 11 LU Z REVISIONS No. Description Date I, I DESIGNED BY: Designer DRAM N BY: Author 'CHEC�ED BY: Checker.. SCAU�: AS SHOWN DATE: 04/27/2021 JOB No: 2106 Sheet Content MECHANICAL PLAN Sheet No. J.B.O. 1. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWING CHECK AND VERIFY ALL DIMENSIONS, ELEVATION AND ANY AND VERIFY ALL DIMENSIONS, ELEVATION AND ANY OTHER EXISTING CONDITION BEFORE COMMENCING THE WORK. IN CASE OF ANY DISCREPANCY THE ENGINEER OR ARCHITECT MUST BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK. 2. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWING, 3, COMPLY WITH THE N.E.C. 2014 AND THE FLORIDA BUILDING CODE 2020 SEVENTH EDITION. 4. PROVIDE EMPTY CONDUITS REQUIRED FOR TELEPHONE. 5.OBTAIN ALL PERMITS FOR WORK UNDER THIS PROJECT. 6. PROVIDE TEMPORARY POWERAND LIGHT OUTLETS FOR USE BY OTHER TRADES. 7. PROVIDE ALL REQUIRED CONNECTION FOR OTHER TRADES. B. COORDINATE ALL OUTLET LOCATION WITH BUILDING ARCHITECTURAL FEATURES. 9, CONTRACTORS SHALL VISITTHE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 10. ALL CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTHERWISE. 11. INDOOR CONDUIT SHALL BE EMT. 12.OUTDOOR CONDUIT SHALL BE PVC PIPE SCHEDULE 40 MINIMUM COVER SHALL BE 24". 13. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 14. ROMEX CAN BE USED EXCEPT FOR RANGE AND A/C HEATING. 15, A MINIMUM OF 75%OF THE LAMPS PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMP F.B.C: ENERGY SECTION R404.1(2020 EDITION). 16, RECESSED LIGHTING MUST COMPLY WITH F.B.C. ENERGY SECTION R402.4 (2020 EDITION) REGARDING A SEAL TO PREVENT LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 17. ALL RECEPTACLE 15 AND 20 AMPS. IN ALL AREAS TO BE TAMPER RESISTANT N.E.C.406.12 18. PROVIDE ARC FAULT CIRCUITS INTERRUPTER PROTECTION FOR ALL 15 AND 20 AMPS, IN FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, KITCHEN, SUNROOM, RECREATION ROOM, CLOSETS, HALLWAY, LAUNDRY OR SIMILAR ROOMS AREAS N.EC - 210.12 (A) (1) THROUGH (6). 19. THE ELECTRICAL SYSTEM SHALL BE COMPLETELYAND EFFECTIVELY GROUNDED AS REQUIRED BY THE LAST EDITION OF N:E.C. AND F.B.C. AS SHOWN, 20. ELECTRICAL OUTLETS, ELECTRICAL PANELS, APPLIANCES, A/C COMPRESSOR SHALL BE INSTALLED ABOVE FLOOD LEVEL CRITERIA. 21. ELECTRICAL CONTRACTOR SHALL COMPLY WITH N.E.C. 404.2 (C) FOR ALL SWICTH CONNECTION (NEUTRAL CONDUCTORS). 22. AFCI PREOTECTION REQUIRED FOR ALL 125VOLTS BRACH CIRCUITS APPLIES TO ALL AREAS INCLUDING THOSE FOR SMOKE DETECTORS, LIGHTS, WALL AIC UNITS, FAN AND RECEPTACLES OUTLETS, EXCEPT OULETS IN BATHROOM, UNFINISHED BASEMENTS GARAGE AND OUTDOORS N.E.C. 210.2. 23. AFCI RECEPTACLES MAY BE INSTALLED AT THE FIRST OUTLET OF BRACH CIRCUIT ONLY WHERE RMC, IMC, EMT, MC CABLE, OR STEEL ARMORED AIC CABLE WITH METAL OUTLETS BOXES INSTALLED FROM THE PANEL BOARD TO THE FIRST OUTLET N.E.C. 210.12 (A) EX.1 24, LIGHTING IN THERMAL ENVELOPE SHALL BE IC RATED (F.B.C. E-11402.4.1 TABLE) 25. NON -LOCKING TYPE RECEPTACLE 15 OR 20 AMP.,125 VOLTS TO BE TAMPER RESISTANT406.12. 1. N.E.C. 250,94 BONDING FOR OTHER SYSTEMS, AN INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND GROUTING CONDUCTORS REQUIRED FOR OTHER SYSTEM SHALL BE PROVIDED EXTERNAL TO ENCLOSURE AT THE SERVICE EQUIPMENT AND AT THE DISCONNECTING MEANS. 2. SMOKE DETECTOR MIN.3' FROM AIC REGISTER, AHU, OR KITCHEN DOOR N.E.C.110.3.6, F.B.C. 907, NFPA 72. 3. ELECTRICAL CONTRACTOR SHALL COMPLY WITH N.E.C.250.94 SINGLE POLE TOGGLE SWITCH 2OA, 120V. $ 3 THREE WAY SWITCH 20A,120V. 0 DUPLEX RECEPTACLE 20A, 120V. SINGLE RECEPTACLE 20A,120V. G.F.I. GROUND FAULT INTERRUPTER W.P WHEATHER PROTECTION ���/// CEILING OUTLET WALL OUTLET S SMOKE DETECTOR CEILING OUTLET HI - HAT WALL MOUNTED LIGHTING FIXTURE MAIN DISCONNECT 1:1-1 HEAVY DUTY SWITCH BEDROOM LIGHT SWITCH LEG CC EXHAUST FAN 7 TELEPHONE OUTLET TV OUTLET SPOT LIGHT 0 ELECTRICAL PANEL ® EXHAUST FAN CM CARBON MONOXIDE WR WEATHER RESISTANT RANGE & DRYER �J RECEPTACLE PHONEJACK °❑ PUSH BUTTON PMAIN DISCONNECT 5/8" x 10' GROUND ROD VI e SWITCH SMOKE DETECTOR DIAGRAM N.T.S. TYPE: GENERAL ELECTRIC NEW PANEL "C' VOLTAGE: 10, 1201240 VOLT (GUEST HOUSE) MAINS: LUG A.LC.S. 10,000 ENCLOSURE: NEMA 1 LOCATION: SHOWN FED FROM: DESCRIPTION WIRE/ CONDUIT LOAD (VA) POLE TRIP CIR NO. A B IR 0. ` POLE TRIP LOAD ( VA) WIRE/ CONDUIT DESCRIPTION *RANGE #6 6000 2 1 2 2 1170 #12 COMPRESSOR UNIT *RANGE #6 6000 50 3 4 20 1170 #12 COMPRESSOR UNIT A/C UNIT #6 2500 2 5 6 2 5400 #6 TANLESS WATER HEATER A/C UNIT #6 2500 30 7 8 50 5400 #6 TANLESS WATER HEATER ** REFRIGERATOR #12 1500 20 9 0 20 600 #12 GARAGE DOOR ** *** BEDROOM #14 1140 15 11 2 15 540 #14 G.L. KITCHEN/BATH *** **" SMALL APPLIANCE #12 1500 20 13 4 15 960 #14 G.L. LIVING *"* *** SMALL APPLIANCE #12 1500 20 15 6 15 560 #14 GARAGE*** 0 *** EXTERIOR LIGHTING #12 1500 20 17 8 20 1500 #12 WASHER" GFIBATH #12 1500 20 19 0y2500 #10 DRYER* HOOD #12 1500 20 21 2 2500 #10 DRYER* EXTERIOR LIGHTING #14 440 15 23 4 SPACE 25 26 PHASE "A" = 25,460 VA PHASE "B" = 22,080 VA FEEDER: 3 - #3/0 THWN CU. IN 2" CONDUIT * DRYER & RANGE SHALL COMPLY WITH N.E.C. 250.140 (4 CONDUCTORS) *" PROVIDE ARC FAULT CIRCUIT INTERRUPTER AND GFCI BREAKER PROTECTION. *** PROVIDE ARC FAULT CIRCUIT INTERRUPTER. TOTAL = 47,540 / 240 = 198 = 200 AMP. T SMOKE DETECTOR 120 V. PHASE CONDUCTOR CONNECTED TO RC FAULT CIRCUIT. 1 GUES G.A08 1/4" = 1'-0" C-17 U �a C-17 JSE ELECTRICAL PLAN * SEE ELECTRICAL RISER AT SHEET H.A13 N Juan B. Ordonez, P.E. FL. Lic. 43380 CONSULTING ENGINEER 15554 SW 113 Street Miami, Florida 33196 t: 305 401-2051 SEAL: Juan B. Ordonez, P.E. STRUCTURAL ENGINEER FL. LIC. # 43380 DATE: W n ® J v N 00, LL J C LL 3 C 'U W cg U_1 W o (n V LL t(D O aLU REVISIONS No. Description Date DESIGNED BY : Designer DRAWN BY:. Author CHECKED BY: Checker'.. SCALE: AS SHOWN DATE: 04/27/2021 306 No: 2106 Sheet Content ELECTRICAL PLAN Ado Sheet No